Annual Unit Runoff in Canada - Agriculture et Agroalimentaire Canada

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Annual Unit Runoff in Canada - Agriculture et Agroalimentaire Canada
Annual Unit Runoff in
Canada
Anna Cole
January 2013
Table of Contents
1.0
Introduction .............................................................................................................. 1
2.0
Study Period ............................................................................................................. 2
3.0
Data .......................................................................................................................... 5
3.1. Hydrometric Gauging Stations ................................................................................ 5
3.2. Drainage Areas......................................................................................................... 6
4.0
Methodology ............................................................................................................ 7
4.1. Filling and Extending Records................................................................................. 7
4.2. Nested Drainage Basins ........................................................................................... 8
4.3. Frequency Analysis ................................................................................................ 10
4.4. Mapping ................................................................................................................. 10
5.0
Discussion .............................................................................................................. 12
6.0
Applications ........................................................................................................... 12
7.0
References .............................................................................................................. 14
Appendix A: Stations Used for Unit Runoff Analysis ..................................................... 15
Appendix B: Annual Unit Runoff Maps ........................................................................... 52
Appendix C: Annual Unit Runoff at Selected Probabilities of Exceedence for Stations
Analyzed ........................................................................................................................... 74
List of Tables
Table 1: Stations Selected for Moving Median Analysis ................................................... 2
Table 2: Summary of Stations............................................................................................. 5
ii
List of Figures
Figure 1: Moving Medians for Various Periods for Belly River near Mountain View ...... 3
Figure 2: Moving Medians for Various Periods for Milk River at Eastern Crossing of
International Boundary ............................................................................................... 4
Figure 3: Linear Regression Example................................................................................. 8
Figure 4: Nested Drainage Basins....................................................................................... 9
Figure 5: Eastern Stations ................................................................................................. 16
Figure 6: Western Stations ................................................................................................ 17
Figure 7: Northern Stations ............................................................................................... 18
Figure 8: Annual Unit Runoff (dam3/km2) for a 10% Probability of Exceedence, East .. 53
Figure 9: Annual Unit Runoff (dam3/km2) for a 10% Probability of Exceedence, West . 54
Figure 10: Annual Unit Runoff (dam3/km2) for a 10% Probability of Exceedence, North
................................................................................................................................... 55
Figure 11: Annual Unit Runoff (dam3/km2) for a 25% Probability of Exceedence, East 56
Figure 12: Annual Unit Runoff (dam3/km2) for a 25% Probability of Exceedence, West 57
Figure 13: Annual Unit Runoff (dam3/km2) for a 25% Probability of Exceedence, North
................................................................................................................................... 58
Figure 14: Annual Unit Runoff (dam3/km2) for a 50% Probability of Exceedence, East 59
Figure 15: Annual Unit Runoff (dam3/km2) for a 50% Probability of Exceedence, West 60
Figure 16: Annual Unit Runoff (dam3/km2) for a 50% Probability of Exceedence, North
................................................................................................................................... 61
Figure 17: Annual Unit Runoff (dam3/km2) for a 70% Probability of Exceedence, East 62
Figure 18: Annual Unit Runoff (dam3/km2) for a 70% Probability of Exceedence, West63
Figure 19: Annual Unit Runoff (dam3/km2) for a 70% Probability of Exceedence, North
................................................................................................................................... 64
Figure 20: Annual Unit Runoff (dam3/km2) for a 75% Probability of Exceedence, East 65
Figure 21: Annual Unit Runoff (dam3/km2) for a 75% Probability of Exceedence, West 66
Figure 22: Annual Unit Runoff (dam3/km2) for a 75% Probability of Exceedence, North
................................................................................................................................... 67
Figure 23: Annual Unit Runoff (dam3/km2) for a 80% Probability of Exceedence, East 68
Figure 24: Annual Unit Runoff (dam3/km2) for a 80% Probability of Exceedence, West 69
Figure 25: Annual Unit Runoff (dam3/km2) for a 80% Probability of Exceedence, North
................................................................................................................................... 70
Figure 26: Annual Unit Runoff (dam3/km2) for a 90% Probability of Exceedence, East 71
Figure 27: Annual Unit Runoff (dam3/km2) for a 90% Probability of Exceedence, West 72
Figure 28: Annual Unit Runoff (dam3/km2) for a 90% Probability of Exceedence, North
................................................................................................................................... 73
iii
1.0 Introduction
Streamflow and runoff volumes are highly variable across Canada and are influenced by
local physiographic and climatic patterns. Many planning activities require the ability to
locate, evaluate, and quantify surface water supplies. This study aims to illustrate runoff
trends across the country by calculating annual unit runoff for a variety of probabilities of
exceedence commonly used by decision makers. Annual unit runoff is a measure of
runoff volume per square kilometre. This report uses units of cubic decametres (1000 m3)
per square kilometre (dam3/km2), which is equivalent to millimetres depth on the
landscape.
Three previous unit runoff studies were undertaken by the Prairie Farm Rehabilitation
Administration, PFRA (which became the Agri-Environment Services Branch, AESB,
and then merged with Research Branch to become the Science and Technology Branch of
Agriculture and Agri-Food Canada):
1. “The Distribution and Variability of Runoff in Alberta, Saskatchewan, and
Manitoba”, completed in 1964 [1]
2. “Report on Median Annual Unit Runoff for the Prairie Province”, updated in
1978 [2]
3. “Annual Unit Runoff on the Canadian Prairies”, completed in 1994 [3].
The 1964 study included 230 Water Survey of Canada (WSC) hydrometric gauging
stations with effective drainage areas (EDA) smaller than 5,180 km2 and examined the
study period from 1911 to1956. The second study (1978) used 543 WSC stations without
any drainage area limit and examined the study period from 1912 to1972. The third
(1994) study included 397 stations with EDA less than 5,000 km2 and examined the
study period from 1950 to1989. The most recent two reports (1978 and 1994) included
isopleth maps of the median annual unit runoff (MAUR) – the runoff volume with 50%
probability of exceedence. The 1994 report also included isopleth maps for the 10%,
25%, 70%, 75%, 80%, and 90% probability of exceedence.
Additional hydrometric data and the availability of more sophisticated statistical and
mapping methods provide justification for the reworking and updating of these previous
reports to provide new isopleth unit runoff maps. Additional years of record also provide
an opportunity to expand the dataset that forms the basis for these maps. The Science and
Technology (S&T) Branch has also expanded its national presence and thus it is desirable
to expand the maps coverage to include as much of the country as the data will allow.
This study examines runoff measurements at hydrometric gauging stations for the period
1950 to 2006 (where possible) and reports the same seven probabilities of exceedence as
the previous 1994 report: 10%, 25%, 50%, 70%, 75%, 80%, and 90%.
Probability of exceedence refers to the chance of a unit runoff value being equaled or
exceeded in any one year. For example, an annual unit runoff of 50 dam3/km2 at a 70%
probability of exceedence means that, in any given year, there is a 70% probability that
the annual unit runoff will be at least 50 dam3/km2.
1
2.0 Study Period
The selection of an appropriate study period is important in statistical analysis
applications such as this study. A longer study period is preferable to a shorter study
period in order to predict long-term behaviour of runoff, however, a limited number of
water survey stations with very long records are available in Canada. When a shorter
minimum record length is considered, a greater number of stations are available to
include in the study sample. The 1994 study [3] determined that a 50 year period of
record provided an ideal approximation of the long term median, with a 40 year period of
record also being acceptable. That study chose to use the 40 year period from 1950 to
1989 to optimize the balance between statistical accuracy and better map coverage by
including more stations.
The procedure used to select the 40 year period was verified for this study using 11 of the
16 long running stations examined in the previous studies (the 11 stations that are still in
operation, except 11AC001 which closed in 1994):
Table 1: Stations Selected for Moving Median Analysis
Station
EDA
2
(km )
Description
Period of
Record
Years of
Record
6,708
1914-2006
75
613
1908-2006
77
1,540
1909-1994
79
11,052
1913-2006
89
05ME001
Assiniboine River near Russell
05AD003
Waterton River near Waterton Park
11AC001
Frenchman River below Eastend Reservoir
05CC002
Red Deer River at Red Deer
11AB027
Battle Creek at International Boundary
1,611
1917-2006
90
11AC041
Frenchman River at International Boundary
4,630
1917-2006
90
05AF010
Manyberries Creek at Brodin's Farm
335
1912-2006
91
05GG001
North Saskatchewan River at Prince Albert
67,026
1912-2005
93
05AD005
Belly River near Mountain View
319
1911-2006
95
05DF001
North Saskatchewan River at Edmonton
27,073
1912-2006
95
11AA031
Milk River at Eastern Crossing of International
Boundary
5,176
1910-2006
97
The median for the full record was calculated for each station, and then compared to the
moving medians calculated for a variety of subset record lengths: 20 years, 30 years, 40
years, 50 years, and 57 years (for 1950-2006). The stations listed in Table 1 are
distributed across the Prairie region and each of them has a long continuous record of
hydrometric data.
Figures 1 and 2 are samples of median plots generated, with the full record median
marked in green and the 95% confidence intervals marked in magenta. All plots show
significant variability in the median, with the shorter periods being more variable (e.g. 20
2
year) and the longer periods (e.g. 50 year) more closely approximating the long term
median. No sub-set period lay entirely within the 95% confidence interval at all times for
all stations examined, but moving medians assessed for a longer period conformed more
closely and are preferred in predicting the runoff volumes.
Moving Medians for Various Periods: 05AD005
(95% confidence intervals)
Annual Volume (dam3)
300000
290000
280000
270000
260000
250000
1912
1932
1952
1972
1992
Year
Long Term
30 year
Upper
40 year
Lower
50 year
Figure 1: Moving Medians for Various Periods for Belly River near Mountain View
3
20 year
57 year
Moving Medians for Various Periods: 11AA031
(95% confidence intervals)
Annual Volume (dam3)
400000
350000
300000
250000
200000
150000
1912
1932
Long term
Upper
30 year
40 year
1952
1972
YearLower
50 year
1992
20 year
57 year
Figure 2: Moving Medians for Various Periods for Milk River at Eastern Crossing of International
Boundary
An ideally long record for the 1950 to 2006 period is not available for all hydrometric
stations of interest across Canada. It was not ideal to reject available long records of
runoff data collected in Nova Scotia and the Prairies and reduce the study analysis to
universally available shorter record periods of data, such as those available for parts of
British Columbia and Nunavut, for the sake of uniformity. Instead, for each region
covered, we utilized as many runoff measurements as were available.
No station with a complete or void-filled record of less than 24 years was used in
southern Canada or shorter than 17 years in northern Canada (YK, NWT, or NU). (Void
filling is discussed in section 4.1.) Table 2: Summary of Stations shows the number of
stations, average annual records, target period, and shortest period used for each region of
Canada. In total, 1184 stations were included. Station selection criteria used in addition to
the study period are explored in section 3.
4
Table 2: Summary of Stations
Province/Territory
British Columbia
Alberta
Saskatchewan
Manitoba
Ontario
Quebec
Nova Scotia
New Brunswick
Prince Edward Island
Newfoundland and Labrador
Yukon
Northwest Territories
Nunavut
# of
Stations
257
152
117
80
177
143
27
42
11
68
52
41
17
Average #
Annual
Records
50
54
54
54
51
40
57
55
45
47
47
38
35
Targeted Period
of Record
Shortest
Period Used
1950-2006
1950-2006
1950-2006
1966-2008
1950-2005
1961-2000
1950-2006
1952-2006
1962-2006
1960-2006
1950-2007
1963-2007
1966-2007
1982-2006
1950-1975
1972-2002
1973-2008
1966-1992
1976-2000
1950-2006
1952-2006
1962-2006
1960-2006
1979-1996
1970-1993
1970-1994
Annual records were created to fill missing years for many of the stations to meet the
target period of record. The methodology used to do this is explained in Section 4.0.
3.0 Data
The unit runoff analysis relied on two major sources of data: Water Survey of Canada’s
streamflow and gross drainage area records for hydrometric gauging stations across
Canada [4] and Agriculture and Agri-Food Canada’s effective drainage areas (for the
agricultural extents of the Prairie region) [5]. All hydrometric gauging stations were
screened to choose representative stations for inclusion in this study.
A list of stations included in the study is found in Appendix A.
3.1.
Hydrometric Gauging Stations
Water Survey of Canada currently operates over 2500 hydrometric gauging stations
across Canada. Many of these stations are located on artificial channels (such as ditches
or canals) and were excluded from this study. Where possible, other stations which were
discontinued recently or turned over to provincial agencies for operation were included if
they conformed to study criteria and had data available.
The stations’ spatial density and period of operation varies widely across Canada which
affected the target period of record established in section 2.0. The methodology used to
further refine station selection was governed by the following criteria:
 Size of drainage area (effective in the agricultural extent of the Prairies, gross
elsewhere)
 Period of record
 Degree of regulation
5
The ideal size of the drainage area of study stations was less than 5,000 km2. This area
cut-off assumed that “small” basins were more likely to be homogeneous in nature and
have a similar amount of runoff across the entire drainage area. Stations larger than 5,000
km2 were included only if no suitable smaller station was available in the region. Some
“small” stations were excluded in regions where homogeneity across the basin was
known to be a false assumption, such as the foothill region in Alberta.
In order to maximize the number of included stations, record lengths were extended using
linear regression and void filling where possible. The minimum acceptable period of
actual record was set at 15 years. Stations with shorter records were eliminated, as they
did not provide enough data points to create meaningful regression relationships with
other stations to extend the record to the target period of record of 56 years.
The final consideration was given to the degree of regulation which occurs in a stream –
i.e. the interference in the natural runoff of the watershed. For example, regulation of
streamflow occurs as a result of water storage, consumptive water use such as irrigation,
and/or drainage or diversion of water into or from the stream. Generally, only stations
marked “natural” by WSC were included in the study. In the Maritimes, an exception was
made and stations marked “regulated” were included if they met the other criteria
because very few stations are marked “natural”. Provincial contacts stated that
streamflow regulation made little difference to the annual runoff [6]. Additionally,
“naturalized” flow data supplied by provincial agencies or S&T Branch was included for
some stations to establish more geographical coverage for the analysis. Naturalized flows
are calculated from measurements taken on regulated streams and licensed water
withdrawals to approximate the flow that would have occurred without regulation.
These criteria were adopted to guide the station selection, but were not used rigorously
through the entire screening process. Ultimately, when the methods of data collection
were valid and consistent, some stations were included to enhance data representation
across the country even though such stations did not conform to all criteria.
In a few cases, stations were relocated by Water Survey, renumbered, and renamed. The
records from such stations were combined for our purposes if the relocation was
considered minor. These are listed with one set of values, and a “/” separating the station
names. (e.g. 01BG005/01BG003).
In total, 1184 stations were selected, analyzed, and included to define the unit runoff
across Canada.
3.2.
Drainage Areas
Drainage area information was gathered from three sources: S&T Branch hydrologic
technician [5], Water Survey of Canada [4], and Environment Canada [7].
Gross drainage area (GDA) is defined as the total area of the basin – the area assumed
from topography to drain to one point, the gauging station. Area values are provided for
most stations by Water Survey of Canada [5] and may be revised as more sophisticated
6
mapping methods become available. Environment Canada [7] provided the most recent
revisions for our use as they became available.
An effective drainage area (EDA) is that portion of a drainage basin expected to
contribute to runoff at the station (the basin outlet) during a runoff event with a return
period of two years. As defined by Goodwin and Martin, it excludes areas which will
rarely contribute to runoff, such as marshes, sloughs, and other natural storage areas. [12]
The concept of an effective drainage area and a changing contributing area for various
sizes of runoff events is central to predicting runoff on the Prairies. Due to their
significance, the EDAs of hydrometric gauging stations across the agricultural extents of
the Prairies and Peace River region of British Columbia have been delineated by S&T
Branch staff [5]. The effective drainage area is calculated manually by incorporating data
from topographic maps, aerial photographs, field investigations, and GIS models [8].
Where EDA is available, it was used to calculate all unit runoffs in this study, regardless
of exceedence of probability. EDA is listed in Appendix A where it was used to calculate
unit runoff.
For regions outside the Prairies, EDA calculations are not required, since the entire gross
drainage areas will contribute for most events. Factors such as greater watershed slope,
well-drained soils, and lack of natural storage mean that there has been no effort to
calculate EDA’s outside of the agricultural extent of the Prairies. For the other regions of
Canada, gross drainage area values (as supplied by Environment Canada) were used to
calculate unit runoff.
4.0 Methodology
Significant improvements in software such as Microsoft Excel, HYFRAN, and ARC-GIS
have occurred since the last update of this study, allowing for a more automated approach
to calculating and mapping unit runoff values. This section will describe the methodology
used to fill and extend the records, conduct the frequency analysis, and create the map
set.
4.1.
Filling and Extending Records
After selecting the study period and representative stations, annual runoff volume
estimates were calculated for years of missing data. The majority of selected stations
were missing some years of data so significant engineering judgment was required to fill
these gaps.
The first step used in filling data gaps in a station record was to identify when the data
gaps occurred. In some cases, records were incomplete because flow was not measured in
winter when no flow occurred. Where the record approached zero in October and started
from zero in March, missing winter flow values were considered to be “zero” and annual
runoff values were calculated with the measured data from the rest of the year.
7
Linear regression analysis was used to fill missing years of data for incomplete station
records. Annual runoff volumes at stations with data gaps were compared with annual
runoff volumes at surrounding stations using scatter plots in Microsoft Excel. A straight
line was fitted to the data points and R2 were displayed. The straight line equation with
the highest R2 value obtained from the station regressions was used to fill missing years
of data at the station of interest. A critical statistical value of R – the value that R must be
greater than for the relationship to be meaningful – was found on a statistics reference
table using the applicable degrees of freedom (the number of annual records minus 2).
Every relationship used to fill data was more significant than the critical value for 0.01
level of significance for a two-tailed test. This ensured that the relationship used to add to
a record was statistically meaningful, and provided a cut-off to declare when a record
could not be extended.
The following figure displays a relationship used to fill missing years of annual runoff at
station 05OF011. This station correlated well to an adjacent station, 05OF017, allowing
the period of record to be extended. This increases the accuracy of the frequency analysis
conducted from the record. In this case, the runoff at 05OF011 is 4.6835 times the runoff
at 05OF017.
Annnual volume in dam3 (1967-1996)
y = 4.6835x
R² = 0.8209
80000
70000
05OF011
60000
50000
40000
30000
20000
10000
0
0
2000
4000
6000
8000
10000
12000
14000
05OF017
Figure 3: Linear Regression Example
4.2.
Nested Drainage Basins
Drainage basins are made up of sub-basins, each one “nested” within a larger area and
contributing to the overall characteristics of the basin. In some areas, selected stations
were located on streams which contribute runoff to the same drainage basin. An example
of such an arrangement is shown below in Figure 4; the sub-basins for 05BB004 and
8
05BB005 are located entirely within the basin for 05BB001. In order to most accurately
portray runoff in each basin, these nested basins were divided into sub-basins and values
were calculated for each sub-basin and then the remainder of the main basin. In this
example, a value was calculated for 05BB004, 05BB005, and then the area of 05BB001
not within those sub-basins.
Figure 4: Nested Drainage Basins
Unit runoff values were calculated for each of the stations within a basin. If the basin was
nested then, the incremental drainage area between that station and the downstream
station had a weighted unit runoff calculated that would result in the measured runoff at
the downstream station. In this example, runoff was measured at three stations in the
basin. The values at 05BB004 and 05BB005 were applied to those sub-basins. Then the
remaining area was calculated – in this case, the area of 05BB001 minus the areas of
05BB004 and 05BB005. Then the remaining volume was calculated by multiplying the
total unit runoff by the total area minus the sub-basins runoff multiplied by the sub-basins
area. The remainder volume divided by remainder area gave the incremental area’s unit
runoff. This example can be summarized as:
(
)
(
)
(
This gives units of volume divided by area (dam3/km2) and a value that applies to the
basin portion outside the sub-basins.
This allowed for the best resolution of runoff representation, as the smaller incremental
areas were more likely to produce a homogeneous runoff response than the larger
drainage basin areas. Stations which have been adjusted in this fashion are noted in blue
in Appendix C.
9
)
4.3.
Frequency Analysis
After each station record was filled to the target period, the data set was ready for
statistical analysis. Data analysis was conducted using HYFRAN, a hydrologic frequency
analysis computer program developed by the National Institute of Scientific Research at
the University of Quebec [9]. HYFRAN fits a variety of statistical distributions to a given
data set. It also provides checks for adequacy of fit, such as the chi-squared test. The
United States Water Resources Council (WRC) recommends Log Pearson Type 3 (LP3)
be used for hydrological studies carried out by American government agencies and
consultants [10]. There is currently no Canadian federal departmental standard or
recommended statistical distribution test for conducting hydrological studies.
For this study, all data patterns were first fit to LP3 distribution employing the
generalized method of moments (Sundry Averages Method, SAM) [9], given the
prevalent approach adopted in the US studies. In cases that the initial distribution
produced a poor fit to the data, other methods or distributions commonly known to fit
runoff data were used until the satisfactory statistical fit was obtained:
a) For LP3 distribution, Method of Moments (base 10) and WRC fitting methods of
moments were first checked
b) For a poor fit to LP3, other probability distributions were tried, such as, the
Generalized Extreme Value (GEV), Weibull, Gamma, or Three Parameter Log
Normal.
The distribution used for each station is listed in Appendix A. In each case, the
distribution with the best fit (measured by the distribution fit parameters provided by
HYFRAN) was used if LP3 was not statistically relevant.
HYFRAN simulations of data fitting to these statistical distributions also provided values
of runoff for the probabilities of exceedence of interest. These values were arranged in a
spreadsheet, and then divided by the gross or effective (where available) drainage areas.
This gave an annual unit runoff for each probability of exceedence at each station
location. The annual unit runoff data provided the basis for the production of the isopleth
maps.
4.4.
Mapping
In order to visually represent the data, a national map set was created. Annual unit runoff
isopleth maps were produced for seven probabilities of exceedence: 10%, 25%, 50%,
70%, 75%, 80% and 90%. As indicated in Section 2, lack of data for some regions across
Canada resulted in inconsistent degree of coverage of input stations. For the Prairie
region, S&T BRANCH had basin polygon shapes for each station. This allowed the unit
runoff values to be applied at the centroid of the basin. Similar digital polygons were
defined by Environment Canada for all other provinces and territories except Ontario and
Quebec. Where shape files for polygons were unavailable, the values were plotted at the
station location instead of the basin shape centroid. The shapes, centroids, and stations
used are illustrated in Appendix A: Stations Used for Unit Runoff Analysis.
10
Isopleths were generated using ArcMap for the various probabilities of exceedence. The
methodology used was:
1. ArcMap was first used to generate centroids of the basins where basin polygons
were available.
2. Where no basins were delineated, the WSC gauging station outlet was used to
locate the runoff value.
3. The two data sets (Centroids and Station Outlet) were merged together and joined
to the Annual Unit Runoff (AUR) calculated values using the station
name/number to identify each data point.
4. Spatial Analyst (Natural Neighbour), an ArcMap extension, was then used to
interpolate values between data points to create a grid of cells evenly spaced at
1000 metres for each of the probabilities of exceedence (POE). This extension is
discussed further below.
5. Once grids were created for each POE, the “Contour List” tool from within
Spatial Analyst (Surface) was used. Using “Contour List”, contour intervals were
manually entered rather than using a “general” contour interval, which eliminated
excessive contours when the unit runoff values were largely spaced.
6. Contours which contained only one data point value were removed due to data
availability/accuracy concerns. Contours were also removed in areas where
runoff data was sparse (e.g. Nunavut) to avoid the appearance of precision where
little data actually existed.
7. Contours were smoothed and adjusted by hand to reflect local
hydrologic/topographic knowledge (e.g. Cypress Hills, Alberta Special Areas),
particularly in the Prairie region, and to most effectively represent the data.
The underlying principles use to display the data visually in the map set is primarily
based on the Spatial Analyst: Natural Neighbour function of ArcMap. Natural neighbour
interpolation finds the closest subset of input data points to a query point and applies
weights to them based on proportionate areas in order to interpolate a value. This
function does not infer trends and will not produce peaks, pits, ridges or valleys that are
not already represented by the input data points. The generated surface passes through the
input data points and is smooth everywhere except at locations of the input data points. It
automatically adapts locally to the structure of the input data, requiring no input from the
user pertaining to search radius, sample count, or shape. It works equally well with
regularly and irregularly distributed data. It is not crucial that users of the maps
understand the fundamental principles behind the ArcMap functions, but this description
is provided for completeness.
The complete isopleth map set is presented in Appendix B: Annual Unit Runoff Maps.
In some areas of Canada (notably parts of southern Alberta and west-central
Saskatchewan, the Territories, northern Ontario, and northern Quebec), there is an
insufficient number of stations meeting the criteria given in Section 3.1 to undertake this
11
analytical work with a high degree of confidence. While the degree of confidence
associated with the isopleths in these areas may not be as high as in other areas, they
provide the best indication of annual unit runoff that can be made at present time. These
isopleths are included to facilitate water resource assessments in these areas.
The Northern and Southern Thompson Plateau hydrologic zones of British Columbia are
indicated with light yellow shading. These are regions of extreme topographic changes,
and it is suspected that the runoff data compiled for these regions is driven by the higher
elevation portions of the watersheds. Values should be applied to agricultural land found
in the valley bottom with great caution. These zones were defined by the British
Columbia Ministry of Environment as being areas of homogeneous hydrologic and
geomorphological characteristics. [11]
5.0 Discussion
The annual unit runoff maps provide a general overview of runoff patterns across
Canada. The median (50% probability of exceedence) annual unit runoff map is useful as
a representation of expected runoff volumes in an “average” year. Specific values for
each probability of exceedence at each station location are listed in order of station
identification in Appendix A. This information can be helpful in determining annual unit
runoff values for a specific location, and also to evaluate the basis for these values. Some
regions of the country have fewer stations or shorter available records; a greater deal of
caution should be applied when relying on values from these regions.
The maps provide a more comprehensive representation of the runoff patterns across
regional and national geographic areas. The trends seen in these new maps are similar to
those seen on previous reports prepared for the Prairie region, but are based on a larger
data set and prepared in a more data-driven fashion. This is the first attempt at producing
a comprehensive set of annual unit runoff maps for all of Canada.
These maps provide enough information to quickly estimate runoff volume and
variability for an initial assessment of a surface water project. The final design, however,
must incorporate more detailed information such as the annual and monthly sequence of
inflows, net evaporation, ice formation, water demands, and the physical characteristics
of the water body.
6.0 Applications
The annual unit runoff maps contained in this report are of use and interest for a wide
variety of purposes. Water resource planners may use these maps for:
 Initial or preliminary project feasibility studies
 Determining water availability for project licensing
 Sizing dugouts, ponds for on-farm water storage
 Evaluating surface water supply dependability
The previous versions of this map have been used most often to conduct preliminary
feasibility studies and as general reference maps for preliminary water resource planning.
12
When assessing a project for licensing, Alberta, Saskatchewan, and Manitoba agencies
have used the appropriate runoff maps to make initial appraisals of water supply
potential. This is the reason for the inclusion of the 70% probability of exceedence maps.
Other provinces may find these maps useful for similar purposes.
On-farm water storage structure (e.g. dugouts, ponds, off-stream reservoirs) design and
construction have been an important component of S&T BRANCH’s activities in the
past. The maps can be used to conduct site-specific assessments and to determine the
drainage area required to supply water to a storage structure of the desired capacity and
reliability. It is also possible to determine the water reliability as a function of storage
capacity and actual drainage area.
The annual unit maps may have uses beyond the examples given above. The extended
Canada-wide coverage of this new map set may become a useful tool for studying and
monitoring the variability in runoff across the country. These maps may be added to the
Atlas of Canada, an online reference hosted by Natural Resources Canada. The onus
remains on the user to understand the concepts and assumptions required to produce these
maps and the underlying data set.
13
7.0 References
1
Durrant, E.F. and Salaway, W.S. (1964). PPWB Report #10: “The Distribution
and Variability of Runoff in Alberta, Saskatchewan and Manitoba”. Hydrology
Division, Prairie Farm Rehabilitation Administration.
2
Mowchenko, M. (1978). Hydrology Report #92: “Report on Median Annual Unit
Runoff for the Prairie Provinces”. Hydrology Division, Prairie Farm
Rehabilitation Administration.
3
Bell, B.J. (1994). Hydrology Report # 135: “Annual Unit Runoff on the Canadian
Prairies”. Hydrology Division, Prairie Farm Rehabilitation Administration.
4
Water Survey of Canada, Environment Canada. (2010). Archived Hydrometric
Data., Retrieved from http://www.wsc.ec.gc.ca/hydat/H2O/ .
5
Rickwood, Richard. (2011). “Current Drainage Areas.xls”. Available upon
request
6
Personal communications with Bruce Raymond (PEI Environment) and David
Briggins (Nova Scotia Environment)
7
Personal communication with Judy Kwan, Environment Canada; drainage area
values will be updated on the Hydrometric Data website [2] once quality assured
and quality controlled.
8
Rickwood, Richard. (2011). “Effective Drainage Area Shapefiles”. Internal map
set; shapes available upon request.
9
HYFRAN Software distributed by Water Resources Publications LLC;
http://www.wrpllc.com/books/hyfraninfo.html
10 Water Resources Council. (1967). “A Uniform Technique for Determining Flood
Flow Frequencies”. http://water.usgs.gov/osw/bulletin17b/Bulletin_15_1967.pdf
11 British Columbia Geographic Data Discovery Service. (2012). “Hydrology:
Hydrologic Zone Boundaries of British Columbia”.
https://apps.gov.bc.ca/pub/geometadata/metadataDetail.do?recordUID=43231&a
mp;recordSet=ISO19115
12 Godwin, R.B. and Martin, F.R.J., (1975): Calculation of Gross and Effective
Drainage Araes for the Prairie Provinces, published in Canadian Hydrology
Symposium - 75 Proceedings.
14
Appendix A: Stations Used for Unit Runoff Analysis
15
Figure 5: Eastern Stations
16
Figure 6: Western Stations
17
18
Figure 7: Northern Stations
EDA /
Map
Label
Station
Number
GDA
(km2)
Station Name
Plotted
at
1
01AD003
ST. FRANCIS RIVER AT OUTLET OF GLASIER LAKE
1350
2
01AE001
FISH RIVER NEAR FORT KENT
2260
3
01AF007
GRANDE RIVIERE AT VIOLETTE BRIDGE
339
4
01AF009
IROQUOIS RIVER AT MOULIN MOURNEAULT
182
5
01AG002
LIMESTONE STREAM AT FOUR FALLS
199
6
01AJ003
MEDUXNEKEAG RIVER NEAR BELLEVILLE
1210
7
01AJ004
BIG PRESQUE ISLE STREAM AT TRACEY MILLS
484
8
01AJ010
BECAGUIMEC STREAM AT COLDSTREAM
350
9
01AK001
SHOGOMOC STREAM NEAR TRANS CANADA HIGHWAY
234
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
01AK006
MIDDLE BRANCH NASHWAAKSIS STREAM AT SANDWITH'S
FARM
5.7
WSC
Station
11
01AK007
NACKAWIC STREAM NEAR TEMPERANCE VALE
240
12
01AL002
NASHWAAK RIVER AT DURHAM BRIDGE
1450
13
01AL003
HAYDEN BROOK NEAR NARROWS MOUNTAIN
6.48
14
01AL004
NARROWS MOUNTAIN BROOK NEAR NARROWS MOUNTAIN
3.89
15
01AM001
NORTH BRANCH OROMOCTO RIVER AT TRACY
557
16
01AN002
SALMON RIVER AT CASTAWAY
1050
17
01AP002
CANAAN RIVER AT EAST CANAAN
668
18
01AP004
KENNEBECASIS RIVER AT APOHAQUI
1100
19
01AQ001
LEPREAU RIVER AT LEPREAU
239
20
01AR011
FOREST CITY STREAM BELOW FOREST CITY DAM
357
21
01AR012
CHAMCOOK STREAM AT LITTLE CHAMCOOK LAKE OUTLET
357
22
01BC001
RESTIGOUCHE RIVER BELOW KEDGWICK RIVER
3160
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
01BD002
MATAPEDIA (RIVIERE) EN AMONT DE LA RIVIERE
ASSEMETQUAGAN
2760
WSC
Station
24
01BD008
MATAPEDIA (RIVIERE) PRES DE AMQUI
558
25
01BE001
UPSALQUITCH RIVER AT UPSALQUITCH
2270
26
01BF001
NOUVELLE (RIVIERE) AU PONT
1140
27
01BG005
CASCAPEDIA (RIVIERE) EN AVAL DU RUISSEAU BERRY
1680
28
01BG008
CASCAPEDIA (PETITE RIVIERE) A SAINT-EGAR
1340
29
01BG009
BONAVENTURE (RIVIERE) EN AMONT DU RUISSEAU CREUX
1910
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
01BH005
DARTMOUTH (RIVIERE) EN AMONT DU RUISSEAU DU PAS DE
DAME
645
WSC
Station
31
01BH007
GRANDE-RIVIERE OUEST (LA)
534
32
01BH010
YORK (RIVIERE) EN AVAL DU RUISSEAU DINNER ISLAND
659
WSC
Station
WSC
Station
10
23
30
19
Prov
Fit
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
QC
LP3
QC
LP3
NB
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
EDA /
Map
Label
GDA
Station
Number
(km2)
Station Name
Plotted
at
Prov
Fit
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
NB
LP3
33
01BJ001
TETAGOUCHE RIVER NEAR WEST BATHURST
363
34
01BJ003
JACQUET RIVER NEAR DURHAM CENTRE
510
35
01BJ004
EEL RIVER NEAR EEL RIVER CROSSING
88.6
36
01BJ010
MIDDLE RIVER NEAR BATHURST
217
37
01BJ012
EEL RIVER NEAR DUNDEE
43.2
38
01BL001
BASS RIVER AT BASS RIVER
175
39
01BL002
RIVIERE CARAQUET AT BURNSVILLE
173
40
01BL003
BIG TRACADIE RIVER AT MURCHY BRIDGE CROSSING
383
41
01BO001
SOUTHWEST MIRAMICHI RIVER AT BLACKVILLE
5050
42
01BO002
RENOUS RIVER AT MCGRAW BROOK
611
43
01BO003
BARNABY RIVER BELOW SEMIWAGAN RIVER
484
44
01BP001
LITTLE SOUTHWEST MIRAMICHI RIVER AT LYTTLETON
1340
45
01BP002
CATAMARAN BROOK AT REPAP ROAD BRIDGE
28.7
46
01BQ001
NORTHWEST MIRAMICHI RIVER AT TROUT BROOK
948
47
01BR001
KOUCHIBOUGUAC RIVER NEAR VAUTOUR
177
48
01BS001
COAL BRANCH RIVER AT BEERSVILLE
166
49
01BU002
PETITCODIAC RIVER NEAR PETITCODIAC
391
50
01BU003
TURTLE CREEK AT TURTLE CREEK
129
51
52
01BV006
POINT WOLFE RIVER AT FUNDY NATIONAL PARK
130
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
01CA003
CARRUTHERS BROOK NEAR ST. ANTHONY
48.4
Centroid
PEI
LP3
PEI
LP3
53
54
55
56
57
01CA004
SMELT CREEK NEAR ELLERSLIE
17.3
WSC
Station
01CB002
01CB004
DUNK RIVER AT WALL ROAD
WILMOT RIVER NEAR WILMOT VALLEY
114
46.1
Centroid
PEI
LP3
Centroid
PEI
LP3
PEI
LP3
01CB005
NORTH BROOK NEAR WALL ROAD
12.9
WSC
Station
01CC002
WINTER RIVER NEAR SUFFOLK
19.3
Centroid
PEI
LP3
PEI
LP3
58
01CC003
WINTER RIVER AT BRACKLEY WELLS PUMPING STATION
4.92
WSC
Station
59
60
01CC005
WEST RIVER AT RIVERDALE
70.3
Centroid
PEI
01CC010
WINTER RIVER AT UNION
11.7
Centroid
PEI
LP3(MO
M)
LP3
WSC
Station
WSC
Station
WSC
Station
PEI
LP3
PEI
LP3
NS
LP3
61
01CD002
MORELL RIVER AT PEAKES ROAD
129
62
01CE004
BRUDENELL RIVER AT BRUDENELL
33.1
63
64
65
01DD004
SHARPE BROOK AT LLOYDS
8.81
01DG003
01DG006
BEAVERBANK RIVER NEAR KINSAC
SHUBENACADIE RIVER AT ENFIELD
96.5
266
Centroid
NS
LP3
Centroid
NS
LP3
10.1
WSC
Station
NS
LP3
66
01DH003
FRASER BROOK NEAR ARCHIBALD
20
EDA /
Map
Label
67
68
69
GDA
Station
Number
01DH004
Station Name
NORTH RIVER AT NORTH RIVER
(km2)
01DH005
SALMON RIVER AT UNION
01DL001
KELLEY RIVER (MILL CREEK) AT EIGHT MILE FORD
Plotted
at
Prov
Fit
NS
LP3
287
WSC
Station
WSC
Station
NS
LP3
66.8
Centroid
NS
LP3
WSC
Station
WSC
Station
NS
LP3
NS
LP3
202
70
01DN004
WALLACE RIVER AT WENTWORTH CENTRE
298
71
72
73
74
75
76
77
78
01DO001
RIVER JOHN AT WELSFORD
249
01DP004
01DR001
01EC001
01ED005
01ED007
01EE005
01EF001
MIDDLE RIVER OF PICTOU AT ROCKLIN
SOUTH RIVER AT ST. ANDREWS
ROSEWAY RIVER AT LOWER OHIO
MERSEY RIVER BELOW GEORGE LAKE
MERSEY RIVER BELOW MILL FALLS
MOOSE PIT BROOK AT TUPPER LAKE
LAHAVE RIVER AT WEST NORTHFIELD
94.3
181
497
426
295
15.3
1251
Centroid
NS
LP3
Centroid
NS
LP3
Centroid
NS
LP3
Centroid
NS
LP3
Centroid
NS
LP3
Centroid
NS
LP3
Centroid
NS
LP3
WSC
Station
WSC
Station
NS
LP3
NS
LP3
79
01EG002
GOLD RIVER AT MOSHER'S FALLS
370
80
81
82
01EH003
EAST RIVER AT ST. MARGARETS BAY
26.9
01EJ001
01EJ004
SACKVILLE RIVER AT BEDFORD
LITTLE SACKVILLE RIVER AT MIDDLE SACKVILLE
136
13.1
Centroid
NS
LP3
Centroid
NS
LP3
NS
LP3(MOM)
83
84
85
86
87
88
01EN002
LISCOMB RIVER AT LISCOMB MILLS
389
WSC
Station
01EO001
ST. MARYS RIVER AT STILLWATER
1342
Centroid
NS
LP3
NS
LP3
01ER001
CLAM HARBOUR RIVER NEAR BIRCHTOWN
45.1
WSC
Station
01FA001
01FB001
01FB003
RIVER INHABITANTS AT GLENORA
NORTHEAST MARGAREE RIVER AT MARGAREE VALLEY
SOUTHWEST MARGAREE RIVER NEAR UPPER MARGAREE
194
366
360
Centroid
NS
LP3
Centroid
NS
LP3
Centroid
NS
LP3
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
NS
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
89
01FH001
GRAND RIVER AT LOCH LOMOND
120
90
02AA001
PIGEON RIVER AT MIDDLE FALLS
1550
91
02AB008
NEEBING RIVER NEAR THUNDER BAY
187
92
02AB014
NORTH CURRENT RIVER NEAR THUNDER BAY
111
93
02AB017
WHITEFISH RIVER AT NOLALU
210
94
02AB019
MCVICAR CREEK AT THUNDER BAY
46.4
95
02AB021
CURRENT RIVER AT STEPSTONE
392
96
02AC001
WOLF RIVER AT HIGHWAY NO. 17
736
97
02AD010
BLACKWATER RIVER AT BEARDMORE
650
98
02BA002
STEEL RIVER NEAR TERRACE BAY
1190
99
02BA003
LITTLE PIC RIVER NEAR COLDWELL
1320
100
02BA005
WHITESAND RIVER ABOVE SCHREIBER AT MINOVA MINE
20.9
101
02BB002
BLACK RIVER NEAR MARATHON
1980
102
02BB003
PIC RIVER NEAR MARATHON
4270
21
EDA /
Map
Label
Station
Number
GDA
(km2)
Station Name
103
02BD003
MAGPIE RIVER NEAR MICHIPICOTEN
1930
104
02BF001
BATCHAWANA RIVER NEAR BATCHAWANA
1190
105
02BF002
GOULAIS RIVER NEAR SEARCHMONT
1160
106
02BF004
BIG CARP RIVER NEAR SAULT STE. MARIE
51.5
107
02BF005
NORBERG CREEK (SITE A) ABOVE BATCHAWANA RIVER
11.5
108
02BF006
NORBERG CREEK (SITE B) AT OUTLET OF TURKEY LAKE
8.64
109
02BF007
NORBERG CREEK (SITE C) AT OUTLET OF LITTLE TURKEY LAKE
5.4
110
02BF008
NORBERG CREEK (SITE D) BELOW WISHART LAKE
4.08
111
02BF009
NORBERG CREEK (SITE E) BELOW BATCHAWANA LAKE
2.14
112
02BF012
NORBERG CREEK (SITE F) AT OUTLET OF BATCHAWANA LAKE
1.15
113
02CA002
ROOT RIVER AT SAULT STE. MARIE
108
114
02CB003
AUBINADONG RIVER ABOVE SESABIC CREEK
1440
115
02CF007
WHITSON RIVER AT CHELMSFORD
272
116
02CF008
WHITSON RIVER AT VAL CARON
179
117
02CF011
VERMILION RIVER NEAR VAL CARON
704
118
02CF012
JUNCTION CREEK BELOW KELLEY LAKE
207
119
02DB007
CONISTON CREEK ABOVE WANAPITEI RIVER
59
120
02DD008
DUCHESNAY RIVER NEAR NORTH BAY
90.4
121
02DD012
VEUVE RIVER NEAR VERNER
741
122
02DD013
LA VASE RIVER AT NORTH BAY
70.4
123
02DD014
CHIPPEWA CREEK AT NORTH BAY
37.3
124
02DD015
COMMANDA CREEK NEAR COMMANDA
106
125
02EA005
NORTH MAGNETAWAN RIVER NEAR BURK'S FALLS
321
126
02EA010
NORTH MAGNETAWAN RIVER ABOVE PICKEREL LAKE
149
127
02EC002
BLACK RIVER NEAR WASHAGO
1520
128
02EC009
HOLLAND RIVER AT HOLLAND LANDING
181
129
02EC010
SCHOMBERG RIVER NEAR SCHOMBERG
51.3
130
02EC011
BEAVERTON RIVER NEAR BEAVERTON
282
131
02EC018
PEFFERLAW BROOK NEAR UDORA
332
132
02ED003
NOTTAWASAGA RIVER NEAR BAXTER
1180
133
02ED007
COLDWATER RIVER AT COLDWATER
117
134
02ED009
WILLOW CREEK ABOVE LITTLE LAKE
94.8
135
02ED010
WILLOW CREEK AT MIDHURST
127
22
Plotted
at
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
Prov
Fit
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
EDA /
Map
Label
GDA
Station
Number
(km2)
Station Name
136
02ED014
PINE RIVER NEAR EVERETT
195
137
02ED015
MAD RIVER BELOW AVENING
239
138
02ED024
NORTH RIVER AT THE FALLS
249
139
02ED102
BOYNE RIVER AT EARL ROWE PARK
211
140
02FA002
STOKES RIVER NEAR FERNDALE
50.5
141
02FB007
SYDENHAM RIVER NEAR OWEN SOUND
181
142
02FC011
CARRICK CREEK NEAR CARLSRUHE
163
143
02FC016
SAUGEEN RIVER ABOVE DURHAM
329
144
02FD001
PINE RIVER AT LURGAN
154
145
02FD002
LUCKNOW RIVER AT LUCKNOW
54.9
146
02FE008
MIDDLE MAITLAND RIVER NEAR BELGRAVE
648
147
02FE009
SOUTH MAITLAND RIVER AT SUMMERHILL
376
148
02FE011
MAITLAND RIVER NEAR HARRISTON
112
149
02FF004
SOUTH PARKHILL CREEK NEAR PARKHILL
41.4
150
02FF007
BAYFIELD RIVER NEAR VARNA
466
151
02FF008
PARKHILL CREEK ABOVE PARKHILL RESERVOIR
110
152
02GA010
NITH RIVER NEAR CANNING
1030
153
02GA017
CONESTOGO RIVER AT DRAYTON
324
154
02GA018
NITH RIVER AT NEW HAMBURG
552
155
02GA037
SCHNEIDER CREEK AT KITCHENER
25.1
156
02GA038
NITH RIVER ABOVE NITHBURG
326
157
02GB007
FAIRCHILD CREEK NEAR BRANTFORD
360
158
02GB009
KENNY CREEK NEAR BURFORD
91.9
159
02GC002
KETTLE CREEK AT ST. THOMAS
329
160
02GC010
BIG OTTER CREEK AT TILLSONBURG
342
161
02GC018
CATFISH CREEK NEAR SPARTA
287
162
02GC021
VENISON CREEK NEAR WALSINGHAM
68.4
163
02GC029
KETTLE CREEK ABOVE ST. THOMAS
135
164
02GC031
DODD CREEK BELOW PAYNES MILLS
95.4
165
02GD004
MIDDLE THAMES RIVER AT THAMESFORD
306
166
02GD009
TROUT CREEK NEAR ST. MARYS
140
167
02GD010
FISH CREEK NEAR PROSPECT HILL
150
168
02GD019
TROUT CREEK NEAR FAIRVIEW
36
23
Plotted
at
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
Prov
Fit
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
EDA /
Map
Label
GDA
Station
Number
(km2)
Station Name
169
02GD020
WAUBUNO CREEK NEAR DORCHESTER
108
170
02GD021
THAMES RIVER AT INNERKIP
149
171
02GE005
DINGMAN CREEK BELOW LAMBETH
146
172
02GE007
MCGREGOR CREEK NEAR CHATHAM
202
173
02GG002
SYDENHAM RIVER NEAR ALVINSTON
730
174
02GG003
SYDENHAM RIVER AT FLORENCE
1160
175
02GG004
BEAR CREEK ABOVE WILKESPORT
609
176
02GG005
SYDENHAM RIVER AT STRATHROY
172
177
02GG006
BEAR CREEK NEAR PETROLIA
267
178
02GG007
SYDENHAM RIVER NEAR DRESDEN
1240
179
02GG009
BEAR CREEK BELOW BRIGDEN
533
180
02GH002
RUSCOM RIVER NEAR RUSCOM STATION
125
181
02GH003
CANARD RIVER NEAR LUKERVILLE
159
182
02GH004
TURKEY CREEK AT WINDSOR
29.6
183
02HA006
TWENTY MILE CREEK AT BALLS FALLS
293
184
02HA014
REDHILL CREEK AT HAMILTON
60.9
185
02HB004
EAST OAKVILLE CREEK NEAR OMAGH
199
186
02HB012
GRINDSTONE CREEK NEAR ALDERSHOT
82.6
187
02HB022
BRONTE CREEK AT CARLISLE
117
188
02HB023
SPENCER CREEK AT HIGHWAY NO. 5
132
189
02HC009
EAST HUMBER RIVER NEAR PINE GROVE
197
190
02HC013
HIGHLAND CREEK NEAR WEST HILL
88.1
191
02HC018
LYNDE CREEK NEAR WHITBY
106
192
02HC019
DUFFINS CREEK ABOVE PICKERING
93.5
193
02HC023
COLD CREEK NEAR BOLTON
62.2
194
02HC025
HUMBER RIVER AT ELDER MILLS
303
195
02HC028
LITTLE ROUGE CREEK NEAR LOCUST HILL
77.7
196
02HC029
LITTLE DON RIVER AT DON MILLS
130
197
02HC030
ETOBICOKE CREEK BELOW QUEEN ELIZABETH HIGHWAY
204
198
02HC031
WEST HUMBER RIVER AT HIGHWAY NO. 7
148
199
02HC032
EAST HUMBER RIVER AT KING CREEK
94.8
200
02HC033
MIMICO CREEK AT ISLINGTON
70.6
201
02HC049
DUFFINS CREEK AT AJAX
251
24
Plotted
at
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
Prov
Fit
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LN
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3(MOM)
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
EDA /
Map
Label
GDA
Station
Number
(km2)
Station Name
202
02HD002
GANARASKA RIVER NEAR DALE
262
203
02HD006
BOWMANVILLE CREEK AT BOWMANVILLE
82.9
204
02HD007
SOPER CREEK AT BOWMANVILLE
77.7
205
02HD008
OSHAWA CREEK AT OSHAWA
95.8
206
02HD009
WILMOT CREEK NEAR NEWCASTLE
82.6
207
02HD012
GANARASKA RIVER ABOVE DALE
232
208
02HD013
HARMONY CREEK AT OSHAWA
41.6
209
02HE001
BLOOMFIELD CREEK AT BLOOMFIELD
13.9
210
02HG001
MARIPOSA BROOK NEAR LITTLE BRITAIN
189
211
02HJ001
JACKSON CREEK AT PETERBOROUGH
110
212
02HK007
COLD CREEK AT ORLAND
159
213
02HL004
SKOOTAMATTA RIVER NEAR ACTINOLITE
712
214
02HM004
WILTON CREEK NEAR NAPANEE
112
215
02HM005
COLLINS CREEK NEAR KINGSTON
155
216
02JB003
KINOJEVIS (RIVIERE) EN AVAL DE LA RIVIERE VILLEMONTEL
1680
217
02JB004
KINOJEVIS (RIVIERE) EN AVAL DU LAC PREISSAC
984
218
02JB013
KINOJEVIS (RIVIERE) A CLERICY
2590
219
02JC008
BLANCHE RIVER ABOVE ENGLEHART
1780
220
02KA003
PERCH LAKE OUTLET NEAR CHALK RIVER
7.3
221
02KA004
PERCH LAKE INLET NO. 1 NEAR CHALK RIVER
0.93
222
02KA005
PERCH LAKE INLET NO. 2 NEAR CHALK RIVER
3.6
223
02KC014
INDIAN RIVER NEAR PEMBROKE
443
224
02KD002
YORK RIVER NEAR BANCROFT
837
225
02KF011
CARP RIVER NEAR KINBURN
269
226
02KF016
MISSISSIPPI RIVER BELOW MARBLE LAKE
357
227
02KJ003
DUMOINE (RIVIERE) AU LAC DUMOINE
2110
228
02KJ007
KIPAWA (RIVIERE) AU LAC DUMOINE
2110
229
02LA007
JOCK RIVER NEAR RICHMOND
559
230
02LB006
CASTOR RIVER AT RUSSELL
433
231
02LB007
SOUTH NATION RIVER AT SPENCERVILLE
246
232
02LB008
BEAR BROOK NEAR BOURGET
440
233
02LB017
NORTH BRANCH SOUTH NATION RIVER NEAR HECKSTON
69.2
234
02LB020
SOUTH CASTOR RIVER AT KENMORE
189
25
Plotted
at
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
Prov
Fit
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
QC
LP3
QC
3PLN
QC
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
GEV
ONT
LP3
ONT
LP3
QC
LP3
QC
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
EDA /
Map
Label
GDA
Station
Number
(km2)
Station Name
Plotted
at
235
02LB022
PAYNE RIVER NEAR BERWICK
152
236
02LC027
DONCASTER (RIVIERE) AU LAC ELEVE
109
237
02LC043
SAINT-LOUIS (RUISSEAU) A SON EMBOUCHURE
39.9
238
02LD001
PETITE NATION (RIVIERE DE LA) A PORTAGE-DE-LA-NATION
1990
239
02LD005
PETITE NATION (RIVIERE DE LA) PRES DE RIPON
1330
240
02LG005
GATINEAU (RIVIERE) AUX RAPIDES CEIZUR
6840
241
02LH002
DESERT (RIVIERE) EN AMONT DE LA RIVIERE DE L'AIGLE
1780
242
02LH004
PICANOC (RIVIERE) PRES DE WRIGHT
1290
243
02MB006
LYN CREEK NEAR LYN
111
244
02MC001
RAISIN RIVER NEAR WILLIAMSTOWN
404
245
02MC026
RIVIERE BEAUDETTE NEAR GLEN NEVIS
124
246
02NE011
CROCHE (RIVIERE) EN AVAL DU RUISSEAU CHANGY
1570
247
02NF003
MATAWIN (RIVIERE) A SAINT-MICHEL-DES-SAINTS
1390
248
02OA025
BELLE RIVIERE (RIVIERE) A SAINTE-SCHOLASTIQUE
28
249
02OA030
MASCOUCHE (RIVIERE) PRES DE SAINT-JANVIER
18.9
250
02OA057
ANGLAIS (RIVIERE DES) A RIVERFIELD
643
251
02OB037
ACHIGAN (RIVIERE DE L') A L'EPIPHANIE
647
252
02OD003
NICOLET (RIVIERE) EN AVAL DE LA RIVIERE BULSTRODE
1540
253
02OE018
HALL (RIVIERE) PRES D'EAST HEREFORD
220
254
02OE027
EATON (RIVIERE) PRES DE LA RIVIERE SAINT-FRANCOIS-3
642
255
02OE032
SAUMON (RIVIERE AU) EN AMONT DU RUISSEAU MOFFAT
738
256
02OF020
SAINT-GERMAIN (RIVIERE) A DRUMMONDVILLE
280
257
02OG007
YAMASKA NORD (RIVIERE) A VAL-SHEFFORD
153
258
02OG026
DAVID (RIVIERE) A SAINT-DAVID
342
259
02OG041
NOIRE (RIVIERE) EN AMONT DU RUISSEAU AU RUNNETS
583
260
02OH008
BROCHETS (RIVIERE AUX) EN AVAL
387
261
02OJ024
HURONS (RIVIERE DES) EN AVAL DU RUISSEAU SAINT-LOUIS-2
309
262
02OJ026
L'ACADIE (RIVIERE) PRES DE L'AUTOROUTE NO. 10
325
263
02PA007
BATISCAN (RIVIERE) EN AVAL DE LA RIVIERE DES ENVIES
4480
264
02PB002
SAINTE-ANNE (RIVIERE) A LA CENTRALE DE SAINT-ALBAN
1800
265
02PB006
SAINTE-ANNE (RIVIERE) (BRAS DU NORD DE LA) EN AMONT
642
266
02PC009
PORTNEUF (RIVIERE) PRES DE PORTNEUF
355
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
02PD002
MONTMORENCY (RIVIERE) EN AVAL DU BARRAGE DES
MARCHES NATURELLES
1100
WSC
Station
267
26
Prov
Fit
ONT
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
ONT
LP3
ONT
LP3
ONT
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
EDA /
Map
Label
GDA
Station
Number
(km2)
Station Name
Plotted
at
Prov
Fit
QC
LP3
QC
LP3
QC
LP3
268
02PD004
MONTMORENCY (RIVIERE) EN AMONT DE LA RIVIERE BLANCHE
269
269
02PD006
NOIRE (RIVIERE) PRES DE LA RIVIERE MONTMORENCY
58.8
270
02PD012
EAUX VOLEES (RUISSEAU DES)
3.94
WSC
Station
WSC
Station
WSC
Station
02PD013
EAUX VOLEES (RUISSEAU DES) PRES DE LA RIVIERE
MONTMORENCY
9.17
WSC
Station
QC
LP3
02PD014
AULNAIES OUEST (RUISSEAU DES)
1.22
WSC
Station
QC
LP3
02PD015
AULNAIES (RUISSEAU DES) PRES DU RUISSEAU DES EAUX
VOLEES
3.57
WSC
Station
QC
LP3
274
02PD018
LAFLAMME (RUISSEAU) A LA SORTIE DU LAC LAFLAMME
0.69
QC
LP3
275
02PE009
GOUFFRE (RIVIERE DU) A BAIE-SAINT-PAUL
865
QC
LP3
276
02PE014
DAUPHINE (RIVIERE)
24.9
QC
LP3
277
02PG004
LOUP (RIVIERE DU) A LA ROUTE NO. 289
500
QC
LP3
278
02PG022
OUELLE (RIVIERE) PRES DE SAINT-GABRIEL (KAMOURASKA)
795
QC
LP3
279
02PJ002
CHAUDIERE (RIVIERE) EN AVAL DU RUISSEAU DROLET
1170
QC
LP3
280
02PJ007
BEAURIVAGE (RIVIERE) A SAINTE-ETIENNE
709
QC
LP3
281
02PJ030
FAMINE (RIVIERE) A SAINT-GEORGES
691
QC
LP3
282
02PK005
CHENE (PETIT RIVIERE DU) A SAINTE-CECILE-DE-LEVRARD
356
QC
LP3
283
02PL005
BECANCOUR (RIVIERE) EN AMONT DE LA RIVIERE PALMER
919
QC
LP3
284
02PL007
BECANCOUR (RIVIERE) PRES DE SAINT-SYLVERE
2330
QC
LP3
285
02PL009
BECANCOUR (RIVIERE) EN AVAL DU RUISSEAU SALABERRY
227
QC
LP3
286
02PL012
BULLARD (RUISSEAU) A SAINT-JEAN-DE-BREBEUF
25.7
QC
LP3
287
02QA002
RIMOUSKI (RIVIERE)-1
1610
QC
LP3
288
02QA017
NEIGETTE (RIVIERE)
492
QC
LP3
289
02QB011
CAP CHAT (RIVIERE) A CAP-CHAT
721
QC
LP3
290
02QC001
MADELEINE (RIVIERE) A RIVIERE-LA-MADELEINE
1200
QC
LP3
291
02QC009
SAINTE-ANNE (RIVIERE)-1
774
QC
LP3
292
02QC014
RENARD (PETITE RIVIERE AU) PRES DE L'EMBOUCHURE
59.8
QC
LP3
293
02RB004
MANOUANE (RIVIERE) A LA SORTIE DU LAC DUHAMEL
3600
QC
LP3
294
02RC011
PERIBONCA (PETITE RIVIERE)
1090
QC
LP3
295
02RD002
MISTASSIBI (RIVIERE)
9320
QC
LP3
296
02RD003
MISTASSINI (RIVIERE) EN AMONT DE LA RIVIERE MISTASSIBI
9870
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
QC
LP3
02RF001
CHAMOUCHOUANE (RIVIERE) A LA CHUTE A MICHEL
02RF002
CHAMOUCHOUANE (RIVIERE) EN AVAL DE LA RIVIERE DU CHEF
02RF006
CHAMOUCHOUANE (RIVIERE) EN AVAL DU PONT DE LA ROUTE NO 167
271
272
273
297
298
299
27
1530
0
1110
0
WSC
Station
QC
LP3
WSC
Station
QC
LP3
4330
WSC
Station
QC
LP3
EDA /
Map
Label
GDA
Station
Number
(km2)
Station Name
Plotted
at
Prov
Fit
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
QC
LP3
300
02RF009
SAUMONS (RIVIERE AUX) PRES DE L'EMBOUCHURE
585
301
02RH027
PIKAUBA (RIVIERE) EN AMONT DE LA RIVIERE APICA
495
302
02RH035
ECORES (RIVIERE AUX)
1110
303
02RH045
VALIN (RIVIERE)
746
WSC
Station
WSC
Station
WSC
Station
WSC
Station
02RH047
SAINTE-MARGUERITE NORD-EST(RIVIERE) PRES DE LA RIV.
STE.MARGUERITE-1
1100
WSC
Station
305
02RH048
HA HA (RIVIERE)
572
306
02RH049
PETIT SAGUENAY (RIVIERE)
736
307
02SC001
ESCOUMAINS (RIVIERE DES) A ESCOUMAINS
793
308
02SC002
PORTNEUF (RIVIERE) EN AMONT DES CHUTES PHILIAS
2010
309
02UA003
GODBOUT (RIVIERE)
1570
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
02UC002
MOISIE (RIVIERE)
1900
0
WSC
Station
311
02UC003
PEKANS (RIVIERE AUX)
3390
312
02VA001
TONNERRE (RIVIERE AU)
684
313
02VB004
MAGPIE (RIVIERE) A LA SORTIE DU LAC MAGPIE
7230
WSC
Station
WSC
Station
WSC
Station
02VC001
ROMAINE (RIVIERE)
1300
0
WSC
Station
315
02WA001
NABISIPI (RIVIERE)
2060
316
02WA002
AGUANUS (RIVIERE) EN AMONT DE LA RIVIERE DANY
5590
WSC
Station
WSC
Station
02WB003
NATASHQUAN (RIVIERE) EN AVAL DE LA DECHARGE DU LAC
ALIECTE
1560
0
WSC
Station
318
02WC001
ETAMAMIOU (RIVIERE) PRES DE L'EMBOUCHURE
2950
319
02WD001
HUILE (RIVIERE A L') PRES DE L'EMBOUCHURE
179
320
02WD003
JUPITER (RIVIERE) AU CAMP SPORTIF JUPITER 24
604
WSC
Station
WSC
Station
WSC
Station
321
02XA003
LITTLE MECATINA RIVER ABOVE LAC FOURMONT
4540
Centroid
322
02XA004
RIVIERE JOIR NEAR PROVINCIAL BOUNDARY
2060
WSC
Station
NFLD &
LAB
NFLD &
LAB
02XA007
PETIT MECATINA (RIVIERE DU) EN AVAL DU LAC BRETON
1210
0
WSC
Station
QC
LP3
02XB001
SAINT-AUGUSTIN (RIVIERE) EN AVAL DE LA RIVIERE A
LAMOUCHE
5750
WSC
Station
QC
LP3
325
02XB002
COXIPI (RIVIERE) A LA SORTIE DU LAC COXIPI
1060
QC
LP3
326
02XC001
SAINT-PAUL (RIVIERE) EN AVAL DE LA RIVIERE BUJEAULT
6630
WSC
Station
WSC
Station
QC
LP3
327
02YA001
STE. GENEVIEVE RIVER NEAR FORRESTERS POINT
306
WSC
Station
328
02YC001
TORRENT RIVER AT BRISTOL'S POOL
624
Centroid
329
02YD002
NORTHEAST BROOK NEAR RODDICKTON
200
Centroid
304
310
314
317
323
324
28
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
LP3
LP3
LP3(MOM)
LP3
LP3
EDA /
Map
Label
Station
Number
GDA
(km2)
Station Name
Plotted
at
330
02YE001
GREAVETT BROOK ABOVE PORTLAND CREEK POND
95.7
Centroid
331
02YG001
MAIN RIVER AT PARADISE POOL
627
Centroid
332
02YJ001
HARRYS RIVER BELOW HIGHWAY BRIDGE
640
Centroid
333
02YJ002
BLANCHE BROOK NEAR STEPHENVILLE
120
WSC
Station
334
02YK002
LEWASEECHJEECH BROOK AT LITTLE GRAND LAKE
470
Centroid
02YK005
SHEFFIELD BROOK NEAR TRANS CANADA HIGHWAY
391
Centroid
02YL001
UPPER HUMBER RIVER NEAR REIDVILLE
1639
Centroid
02YL004
SOUTH BROOK AT PASADENA
58.5
Centroid
02YL008
UPPER HUMBER RIVER ABOVE BLACK BROOK
471
Centroid
02YM001
INDIAN BROOK AT INDIAN FALLS
974
WSC
Station
340
02YM003
SOUTH WEST BROOK NEAR BAIE VERTE
93.2
WSC
Station
341
02YN002
LLOYDS RIVER BELOW KING GEORGE IV LAKE
469
WSC
Station
342
02YO003
RATTLING BROOK AT RATTLING BROOK POWERHOUSE
378
WSC
Station
343
02YO006
PETERS RIVER NEAR BOTWOOD
177
Centroid
344
02YO008
GREAT RATTLING BROOK ABOVE TOTE RIVER CONFLUENCE
773
Centroid
02YO012
SOUTHWEST BROOK AT LEWISPORTE
58.7
Centroid
02YP001
SHOAL ARM BROOK NEAR BADGER BAY
63.8
WSC
Station
02YQ001
GANDER RIVER AT BIG CHUTE
4369
Centroid
02YQ004
NORTHWEST GANDER RIVER NEAR GANDER LAKE
2200
WSC
Station
349
02YQ005
SALMON RIVER NEAR GLENWOOD
80.8
Centroid
350
02YR001
MIDDLE BROOK NEAR GAMBO
275
Centroid
02YR002
RAGGED HARBOUR RIVER NEAR MUSGRAVE HARBOUR
399
WSC
Station
352
02YR003
INDIAN BAY BROOK NEAR NORTHWEST ARM
554
Centroid
353
02YS001
TERRA NOVA RIVER AT EIGHT MILE BRIDGES
1290
WSC
Station
354
02YS003
SOUTHWEST BROOK AT TERRA NOVA NATIONAL PARK
36.7
Centroid
02YS005
TERRA NOVA RIVER AT GLOVERTOWN
2000
WSC
Station
02ZA001
LITTLE BARACHOIS BROOK NEAR ST. GEORGE'S
343
WSC
Station
335
336
337
338
339
345
346
347
348
351
355
356
29
Prov
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
Fit
LP3
LP3(MOM)
LP3
LP3
LP3
LP3
LP3
LP3
3PLN
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
EDA /
Map
Label
Station
Number
GDA
(km2)
Station Name
Plotted
at
357
02ZA002
HIGHLANDS RIVER AT TRANS-CANADA HIGHWAY
72
Centroid
358
02ZA003
LITTLE CODROY RIVER NEAR DOYLES
139
WSC
Station
359
02ZB001
ISLE AUX MORTS RIVER BELOW HIGHWAY BRIDGE
205
Centroid
360
02ZC002
GRANDY BROOK BELOW TOP POND BROOK
230
WSC
Station
361
02ZD002
GREY RIVER NEAR GREY RIVER
1340
WSC
Station
02ZE004
CONNE RIVER AT OUTLET OF CONNE RIVER POND
100
Centroid
02ZF001
BAY DU NORD RIVER AT BIG FALLS
1170
Centroid
02ZG001
GARNISH RIVER NEAR GARNISH
205
Centroid
02ZG002
TIDES BROOK BELOW FRESHWATER POND
166
WSC
Station
02ZG003
SALMONIER RIVER NEAR LAMALINE
115
Centroid
367
02ZG004
RATTLE BROOK NEAR BOAT HARBOUR
42.7
WSC
Station
368
02ZH001
PIPERS HOLE RIVER AT MOTHERS BROOK
764
Centroid
369
02ZH002
COME BY CHANCE RIVER NEAR GOOBIES
43.3
WSC
Station
370
02ZJ001
SOUTHERN BAY RIVER NEAR SOUTHERN BAY
67.4
Centroid
371
02ZJ002
SALMON COVE RIVER NEAR CHAMPNEYS
73.6
WSC
Station
02ZJ003
SHOAL HARBOUR RIVER NEAR CLARENVILLE
106
WSC
Station
02ZK001
ROCKY RIVER NEAR COLINET
301
Centroid
02ZK002
NORTHEAST RIVER NEAR PLACENTIA
89.6
Centroid
02ZK003
LITTLE BARACHOIS RIVER NEAR PLACENTIA
37.2
Centroid
376
02ZK004
LITTLE SALMONIER RIVER NEAR NORTH HARBOUR
104
Centroid
377
02ZL003
SPOUT COVE BROOK NEAR SPOUT COVE
10.8
WSC
Station
02ZL004
SHEARSTOWN BROOK AT SHEARSTOWN
28.9
Centroid
379
02ZM006
NORTHEAST POND RIVER AT NORTHEAST POND
3.63
WSC
Station
380
02ZM008
WATERFORD RIVER AT KILBRIDE
52.7
Centroid
381
02ZM009
SEAL COVE BROOK NEAR CAPPAHAYDEN
53.6
Centroid
02ZM018
VIRGINIA RIVER AT PLEASANTVILLE
10.7
WSC
Station
02ZM020
LEARY BROOK AT PRINCE PHILIP DRIVE
17.8
WSC
Station
362
363
364
365
366
372
373
374
375
378
382
383
30
Prov
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
Fit
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
3PLN
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
LP3
EDA /
Map
Label
GDA
Station
Number
Station Name
(km2)
Plotted
at
Prov
Fit
NFLD &
LAB
LP3
QC
LP3
QC
LP3
QC
LP3
02ZN001
NORTHWEST BROOK AT NORTHWEST POND
53.3
WSC
Station
03AB003
WASWANIPI (RIVIERE) EN AVAL DE LA RIVIERE OPAWICA
1870
0
WSC
Station
386
03AC001
BELL (RIVIERE) A SENNETERRE-2
2010
387
03AC002
MEGISCANE (RIVIERE) PRES DE MEGISCANE
8310
WSC
Station
WSC
Station
03AC004
BELL (RIVIERE) EN AMONT DU LAC MATAGAMI
2220
0
WSC
Station
QC
LP3
03BA003
TEMISCAMIE (RIVIERE) PRES DE LAC ALBANEL
7280
WSC
Station
QC
LP3
03BB002
RUPERT (RIVIERE DE) ET LE CHENAL CHIPASTOUC
1810
0
WSC
Station
QC
LP3
391
03BD002
BROADBACK (RIVIERE) A LA SORTIE DU LAC QUENONISCA
9820
QC
LP3
392
03BF001
PONTAX (RIVIERE) PRES DE L'EMBOUCHURE
6090
WSC
Station
WSC
Station
QC
LP3
03CA001
EASTMAIN (RIVIERE) EN AMONT DE LA RIVIERE
CAUOUATSTACAU
1160
0
WSC
Station
QC
LP3
03CB003
EAU CLAIRE (RIVIERE A L')
1870
WSC
Station
QC
LP3
03CB004
EASTMAIN (RIVIERE) A LA TETE DE LA GORGE PROSPER
2140
0
WSC
Station
QC
LP3
396
03CD001
GIARD (RIVIERE)
1970
QC
LP3
397
03CD002
OPINACA (RIVIERE) EN AMONT DE LA RIVIERE GIARD-2
3700
QC
LP3
398
03CE001
GIPOULOUX (RIVIERE)
3390
WSC
Station
WSC
Station
WSC
Station
QC
LP3
03DA002
GRANDE RIVIERE (LA) EN AVAL DU LAC PUISSEAUX
1280
0
WSC
Station
QC
LP3
03DB004
KANAAUPSCOW (RIVIERE) EN AMONT DE LA RIVIERE GRIAULT
9320
WSC
Station
QC
LP3
03DC002
GRANDE RIVIERE (LA) EN AMONT DE LA RIVIERE DE PONTOIS
WSC
Station
QC
LP3
03DC003
LAFORGE (RIVIERE) PRES DE LA GRAND RIVIERE
WSC
Station
QC
LP3
03DD002
DE PONTOIS (RIVIERE) EN AMONT DE LA RIVIERE SAKAMI
WSC
Station
QC
LP3
03DE001
SAKAMI (RIVIERE) PRES DE LA GRANDE RIVIERE
3700
0
1020
0
1320
0
1090
0
WSC
Station
QC
LP3
405
03DE002
SAKAMI (RIVIERE) EN AMONT DU LAC SAKAMI
1860
QC
LP3
406
03EC001
DENYS (RIVIERE) PRES DE LA GRANDE RIVIERE DE LA BALEINE
4660
QC
LP3
407
03ED004
COATS (RIVIERE) PRES DE LA GRANDE RIVIERE DE LA BALEINE
7280
QC
LP3
408
03EE003
ANISTUWACH (RIVIERE) A LA SORTIE DU LAC PISTINIKW
4370
WSC
Station
WSC
Station
WSC
Station
WSC
Station
QC
LP3
03FA002
NASTAPOCA (RIVIERE) PRES DE L'EMBOUCHURE
1250
0
WSC
Station
QC
LP3
410
03FB001
EAU CLAIRE (RIVIERE A L') A LA SORTIE DU LAC L'EAU CLAIRE
3830
QC
LP3
411
03FB002
NORD (RIVIERE DU) PRES DE L'EMBOUCHURE
1410
QC
LP3
412
03FC001
BOUTIN (RIVIERE) EN AVAL DU CHENAL QUENET
1390
WSC
Station
WSC
Station
WSC
Station
QC
LP3
384
385
388
389
390
393
394
395
399
400
401
402
403
404
409
31
EDA /
Map
Label
GDA
Station
Number
Station Name
(km2)
Plotted
at
Prov
Fit
WSC
Station
QC
LP3
03FC003
BALEINE (PETITE RIVIERE DE LA)
1170
0
03FC005
BOUTIN (RIVIERE) EN AMONT DU CHENAL QUENET
1220
WSC
Station
QC
LP3
03FC007
BOUTIN (RIVIERE) A LA SORTIE DES LAC MOLLET-2
WSC
Station
QC
LP3
03FC008
BALEINE (PETITE RIVIERE DE LA) EN AMONT DU CHENAL ANCEL
WSC
Station
QC
LP3
03GB001
INNUKSUAC (RIVIERE) PRES DE L'EMBOUCHURE
WSC
Station
QC
LP3
03HA001
ARNAUD (PAYNE)(RIVIERE) EN AMONT DE LA RIVIERE HAMELIN1
1040
0
1040
0
1120
0
2690
0
WSC
Station
QC
LP3
03HA009
HAMELIN (RIVIERE) PRES DE LA RIVIERE ARNAUD (PAYNE)-1
4120
WSC
Station
QC
LP3
03JB001
FEUILLES (RIVIERE AUX) EN AVAL DE LA RIVIERE PELADEAU
4170
0
WSC
Station
QC
LP3
03KA001
MELEZES (RIVIERE AUX) EN AMONT DE LA RIVIERE DU GUE
8830
WSC
Station
QC
LP3
03LA002
CANIAPISCAU (RIVIERE) EN AMONT DE LA DECHARGE DU LAC
CHASTRIER
2030
0
WSC
Station
QC
LP3
423
03LD004
SWAMPY BAY (RIVIERE)
8990
QC
LP3
424
03MB001
FALSE (RIVIERE)
2140
QC
LP3
425
03MC001
TUNULIC (RIVIERE) PRES DE L'EMBOUCHURE
3680
WSC
Station
WSC
Station
WSC
Station
QC
3PLN
426
03NF001
UGJOKTOK RIVER BELOW HARP LAKE
7570
WSC
Station
427
03NG001
KANAIRIKTOK RIVER BELOW SNEGAMOOK LAKE
8930
WSC
Station
03OA001
ASHUANIPI RIVER AT MENIHEK RAPIDS
03OC006
ATIKONAK RIVER AT GABBRO LAKE
03OD005
CHURCHILL RIVER AT CHURCHILL FALLS POWERHOUSE
1900
0
2140
0
6920
0
431
03OE003
MINIPI RIVER BELOW MINIPI LAKE
2330
Centroid
432
03PB002
NASKAUPI RIVER BELOW NASKAUPI LAKE
4480
WSC
Station
03QC001
EAGLE RIVER ABOVE FALLS
1090
0
Centroid
04CA003
ROSEBERRY RIVER ABOVE ROSEBERRY LAKES
619
WSC
Station
ONT
LP3
04CB001
WINDIGO RIVER ABOVE MUSKRAT DAM LAKE
1080
0
WSC
Station
ONT
LP3
436
04CD002
SACHIGO RIVER BELOW OUTLET OF SACHIGO LAKE
4270
ONT
LP3
437
04CE002
FAWN RIVER BELOW BIG TROUT LAKE
4350
ONT
LP3
438
04DC002
SHAMATTAWA RIVER AT OUTLET OF SHAMATTAWA LAKE
4710
ONT
LP3
439
04FA002
KAWINOGANS RIVER NEAR PICKLE CROW
1540
ONT
LP3
440
04FA003
PINEIMUTA RIVER AT EYES LAKE
4900
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
ONT
LP3
413
414
415
416
417
418
419
420
421
422
428
429
430
433
434
435
32
LP3
WSC
Station
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
WSC
Station
NFLD &
LAB
LN
WSC
Station
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
NFLD &
LAB
LN
LP3
LP3
LP3
LP3
LP3
EDA /
Map
Label
Station
Number
GDA
(km2)
Station Name
441
04GA002
CAT RIVER BELOW WESLEYAN LAKE
5390
442
04GB005
BRIGHTSAND RIVER AT MOBERLEY
1170
443
04GF001
MUSWABIK RIVER AT OUTLET OF MUSWABIK LAKE
1890
444
04JA002
KABINAKAGAMI RIVER AT HIGHWAY NO. 11
3780
445
04JC002
NAGAGAMI RIVER AT HIGHWAY NO. 11
2410
446
04JC003
SHEKAK RIVER AT HIGHWAY NO. 11
3290
447
04JD005
PAGWACHUAN RIVER AT HIGHWAY NO. 11
2020
448
04JF001
LITTLE CURRENT RIVER AT PERCY LAKE
5360
449
04KA001
KWATABOAHEGAN RIVER NEAR THE MOUTH
4250
450
04KA002
HALFWAY CREEK AT MOOSONEE
133
451
04MD004
PORCUPINE RIVER AT HOYLE
401
452
04MF001
NORTH FRENCH RIVER NEAR THE MOUTH
6680
453
04NA001
HARRICANA (RIVIERE) A AMOS
3680
04NB001
TURGEON (RIVIERE) EN AMONT DE LA RIVIERE HARRICANA
05AA004
05AA008
05AA022
05AA023
05AA024
05AA026
05AA027
PINCHER CREEK AT PINCHER CREEK
CROWSNEST RIVER AT FRANK
CASTLE RIVER NEAR BEAVER MINES
OLDMAN RIVER NEAR WALDRON'S CORNER
OLDMAN RIVER NEAR BROCKET
DUTCH CREEK NEAR THE MOUTH
RACEHORSE CREEK NEAR THE MOUTH
454
455
456
457
458
459
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
1120
0
157
403
821
1446
4382
143
218
Plotted
at
Prov
Fit
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
QC
LP3
WSC
Station
QC
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
ALTA
LP3
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
05AA028
CASTLE RIVER AT RANGER STATION
376
WSC
Station
05AB013
05AB029
05AC023
05AD005
05AD010
05AD016
05AD035
05AE002
05AE005
05AE016
05AE027
05AH003
05AH005
05AH037
05AH041
05BA001
BEAVER CREEK NEAR BROCKET
MEADOW CREEK NEAR THE MOUTH
LITTLE BOW RIVER NEAR THE MOUTH
BELLY RIVER NEAR MOUNTAIN VIEW
DRYWOOD CREEK NEAR THE MOUTH
DRYWOOD CREEK NEAR TWIN BUTTE
PRAIRIE BLOOD COULEE NEAR LETHBRIDGE
LEE CREEK AT CARDSTON
ROLPH CREEK NEAR KIMBALL
POTHOLE CREEK AT RUSSELL'S RANCH
ST. MARY RIVER AT INTERNATIONAL BOUNDARY
ROSS CREEK NEAR IRVINE
SEVEN PERSONS CREEK AT MEDICINE HAT
GROS VENTRE CREEK NEAR DUNMORE
PEIGAN CREEK NEAR PAKOWKI ROAD
BOW RIVER AT LAKE LOUISE
256
130
3297
319
227
30.5
226
312
187
712
1157
613
1760
206
425
422
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
GEV
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
33
EDA /
Map
Label
479
480
481
482
483
484
485
486
487
488
489
490
491
Station
Number
05BB001
05BB004
05BB005
05BC001
05BD005
05BF003
05BF016
05BF025
05BG006
05BH003
05BH009
GDA
Station Name
BOW RIVER AT BANFF
BREWSTER CREEK NEAR BANFF
REDEARTH CREEK NEAR THE MOUTH
SPRAY RIVER AT BANFF
CASCADE RIVER ABOVE LAKE MINNEWANKA
KANANASKIS RIVER ABOVE POCATERRA CREEK
MARMOT CREEK MAIN STEM NEAR SEEBE
KANANASKIS RIVER BELOW BARRIER DAM
WAIPAROUS CREEK NEAR THE MOUTH
NOSE CREEK AT CALGARY
JUMPINGPOUND CREEK NEAR THE MOUTH
Plotted
at
Prov
Fit
2210
110
151
751
452
359
9.08
897
333
589
571
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
GEV
Centroid
ALTA
LP3
ALTA
LP3
(km2)
05BJ001
ELBOW RIVER BELOW GLENMORE DAM
1236
WSC
Station
05BJ004
ELBOW RIVER AT BRAGG CREEK
791
Centroid
ALTA
LP3
ALTA
GEV
492
493
494
495
496
497
498
499
500
501
502
503
504
505
05BJ010
ELBOW RIVER AT SARCEE BRIDGE
1189
WSC
Station
05BK001
05BL007
05BL013
05BL014
05BL019
05BL021
05BL022
05BL023
05BL024
05BM007
05CA002
05CA003
05CA009
FISH CREEK NEAR PRIDDIS
STIMSON CREEK NEAR PEKISKO
THREEPOINT CREEK NEAR MILLARVILLE
SHEEP RIVER AT BLACK DIAMOND
HIGHWOOD RIVER AT DIEBEL'S RANCH
HIGHWOOD RIVER BELOW PICKLEJAR CREEK
CATARACT CREEK NEAR FORESTRY ROAD
PEKISKO CREEK NEAR LONGVIEW
HIGHWOOD RIVER NEAR THE MOUTH
PARFLESH CREEK NEAR CHANCELLOR
JAMES RIVER NEAR SUNDRE
DEER CREEK (MAIN STEM) NEAR SUNDRE
RED DEER RIVER BELOW BURNT TIMBER CREEK
261
236
507
594
774
132
165
232
3941
110
821
5.58
2246
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
506
05CB001
LITTLE RED DEER RIVER NEAR THE MOUTH
2439
Centroid
ALTA
507
508
509
510
511
512
513
514
515
516
517
518
519
05CB002
LITTLE RED DEER RIVER NEAR WATER VALLEY
451
Centroid
ALTA
05CB004
05CC001
05CC007
05CC008
05CC009
05CE002
05CE005
05CE006
05CE007
05CG004
05CH008
05CK001
RAVEN RIVER NEAR RAVEN
BLINDMAN RIVER NEAR BLACKFALDS
MEDICINE RIVER NEAR ECKVILLE
BLINDMAN RIVER NEAR BLUFFTON
LLOYD CREEK NEAR BLUFFTON
KNEEHILLS CREEK NEAR DRUMHELLER
ROSEBUD RIVER AT REDLAND
ROSEBUD RIVER BELOW CARSTAIRS CREEK
THREEHILLS CREEK NEAR CARBON
BULLPOUND CREEK NEAR WATTS
BERRY CREEK NEAR ROSE LYNN
BLOOD INDIAN CREEK NEAR THE MOUTH
634
1458
1857
353
239
1965
2199
642
956
169
781
384
Centroid
ALTA
LP3
LP3
(MOM)
LP3
(MOM)
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
3LN
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
3LN
34
EDA /
Map
Label
520
521
522
523
524
525
526
527
528
529
530
531
532
533
534
535
536
537
538
539
540
541
542
543
544
545
546
547
548
549
550
551
552
553
554
555
556
557
558
559
560
561
562
GDA
Station
Number
05CK005
05DA009
05DA010
05DB001
05DB002
05DB003
05DB005
05DC006
05DC011
05DD007
05DD008
05DD009
05DE007
05DF004
05DF006
05EA010
05EC002
05EC005
05EE003
05EE007
05EF004
05EF005
05EG004
05FA014
05FA022
05FB002
05FC001
05FC002
05FD005
05FE002
05FF003
05GA003
05GB004
05GC002
05GC006
05GC007
05GF001
05GF002
05GG010
05HA003
05HA015
Plotted
at
Station Name
ALKALI CREEK NEAR THE MOUTH
NORTH SASKATCHEWAN RIVER AT WHIRLPOOL POINT
SILVERHORN CREEK NEAR THE MOUTH
CLEARWATER RIVER NEAR ROCKY MOUNTAIN HOUSE
PRAIRIE CREEK NEAR ROCKY MOUNTAIN HOUSE
CLEARWATER RIVER ABOVE LIMESTONE CREEK
PRAIRIE CREEK BELOW LICK CREEK
RAM RIVER NEAR THE MOUTH
NORTH RAM RIVER AT FORESTRY ROAD
BRAZEAU RIVER BELOW CARDINAL RIVER
CARDINAL RIVER NEAR THE MOUTH
NORDEGG RIVER AT SUNCHILD ROAD
ROSE CREEK NEAR ALDER FLATS
STRAWBERRY CREEK NEAR THE MOUTH
WHITEMUD CREEK NEAR ELLERSLIE
STURGEON RIVER NEAR MAGNOLIA BRIDGE
WASKATENAU CREEK NEAR WASKATENAU
REDWATER RIVER NEAR THE MOUTH
VERMILION RIVER NEAR VEGREVILLE
VERMILION RIVER NEAR MARWAYNE
MONNERY RIVER NEAR PARADISE HILL
BIG GULLY CREEK NEAR MAIDSTONE
CRYSTAL CREEK NEAR IFFLEY
MASKWA CREEK NO. 1 ABOVE BEARHILLS LAKE
PIPESTONE CREEK BELOW BIGSTONE CREEK
IRON CREEK NEAR HARDISTY
BATTLE RIVER NEAR FORESTBURG
BIGKNIFE CREEK NEAR GADSBY
RIBSTONE CREEK NEAR CZAR
BUFFALO CREEK AT HIGHWAY NO. 41
CUT KNIFE CREEK NEAR CUT KNIFE
MONITOR CREEK NEAR MONITOR
MUDDY LAKE INFLOW NEAR REVENUE
EAGLE CREEK NEAR ANGLIA
EAGLE CREEK NEAR ENVIRON
OPUNTIA LAKE WEST INFLOW
SHELL BROOK NEAR SHELLBROOK
STURGEON RIVER NEAR PRINCE ALBERT
GARDEN RIVER NEAR HENRIBOURG
BEAR CREEK NEAR PIAPOT
BRIDGE CREEK AT GULL LAKE
Prov
Fit
309
1923
21
3220
844
1343
208
2253
347
2601
493
876
559
589
307
121
207
1163
340
2002
582
473
274
61.2
724
815
3615
194
729
147
334
227
52.2
1116
2068
44.8
681
2057
356
256
300
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
SASK
LP3
Centroid
ALTA
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
05HA069
GAP CREEK BELOW DOWNIE LAKE DIVERSION
217
Centroid
SASK
LP3
(MOM)
05HA072
GAP CREEK ABOVE JUNCTION RESERVOIR
527
Centroid
SASK
LP3
35
(km2)
EDA /
GDA
Station
Number
05HC003
05HC005
05HE001
05HF014
05HF022
05HG002
05HH002
Plotted
at
Station Name
SNIPE LAKE NORTH INFLOW
ANTELOPE CREEK NEAR CABRI
SNAKEBITE CREEK NEAR BEECHY
CREIGHTON TRIBUTARY NEAR TOTNES
UNNAMED CREEK NEAR CUTBANK
BRIGHTWATER CREEK NEAR KENASTON
CROMARTY CREEK NEAR BIRCH HILLS
Prov
Fit
34.6
106
211
10
20
193
70.4
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
KOHLESCHMIDT CREEK NEAR ROSTHERN
133
Centroid
SASK
05JA002
05JA003
05JB004
05JB007
05JC004
05JC006
05JC007
05JD004
WOOD RIVER NEAR LAFLECHE
MCDONALD CREEK NEAR MCCORD
NOTUKEU CREEK ABOVE ADMIRAL RESERVOIR
MOSQUITO CREEK NEAR PAMBRUN
RUSHLAKE CREEK ABOVE HIGHFIELD RESERVOIR
WIWA CREEK NEAR ST. BOSWELLS
FLOWING WELL WEST INFLOW NEAR FLOWING WELL
LAKE OF THE RIVERS WEST INFLOW
3790
257
339
87.2
279
942
87.1
44.1
Centroid
SASK
LP3
LP3
(MOM)
LP3
570
571
572
573
574
575
576
577
578
05HH003
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
579
580
581
582
05JE002
MOOSE JAW RIVER NEAR LANG
387
Centroid
SASK
05JE004
05JE005
05JE009
MOOSE JAW RIVER NEAR ROULEAU
AVONLEA CREEK NEAR ROULEAU
BROKENSHELL CREEK NEAR TROSSACHS
1627
520
138
Centroid
SASK
LP3
LP3
(MOM))
LP3
Centroid
SASK
3LN
Centroid
SASK
583
584
585
586
587
588
589
05JF004
WASCANA CREEK NEAR SEDLEY
220
Centroid
SASK
05JF008
05JF011
05JF014
05JG013
05JG014
05JH001
FAHLMAN CREEK NEAR DAVIN
COTTONWOOD CREEK NEAR LUMSDEN
HUNTER CREEK NEAR RICHARDSON
RIDGE CREEK NEAR BRIDGEFORD
ISKWAO CREEK NEAR CRAIK
ARM RIVER NEAR BETHUNE
15.3
271
105
233
113
661
Centroid
SASK
LP3
LP3
(MOM)
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
590
05JJ003
LANIGAN CREEK ABOVE BOULDER LAKE
430
Centroid
SASK
591
592
593
594
595
596
597
598
599
600
05JJ009
SALINE CREEK NEAR NOKOMIS
83.3
Centroid
SASK
05JJ010
05JK004
05JL005
05JM010
05JM012
05JM015
05KA009
05KB003
05KB005
LANIGAN CREEK NEAR LANIGAN
JUMPING DEER CREEK NEAR LIPTON
PHEASANT CREEK NEAR ABERNETHY
EKAPO CREEK NEAR MARIEVAL
KAPOSVAR CREEK NEAR ESTERHAZY
CUTARM CREEK NEAR SPY HILL
GOOSEHUNTING CREEK NEAR BEATTY
CARROT RIVER NEAR ARMLEY
BURNTOUT BROOK NEAR ARBORFIELD
292
155
220
378
156
213
393
2713
292
Centroid
SASK
LP3
LP3
(MOM)
LP3
(MOM)
LP3
Centroid
SASK
3LN
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
05KB006
LEATHER RIVER NEAR STAR CITY
121
Centroid
SASK
05KB011
DOGHIDE RIVER NEAR RUNCIMAN
439
Centroid
SASK
LP3
GEV
(MOM)
LP3
Map
Label
563
564
565
566
567
568
569
601
602
(km2)
36
EDA /
Map
Label
603
604
605
606
607
608
609
610
611
612
613
614
615
616
617
618
619
620
621
622
623
624
625
626
627
628
629
630
631
632
633
634
635
636
637
638
639
640
641
642
643
644
GDA
Station
Number
05KE002
05KE005
05KE007
05KF001
05KJ014
05LA004
05LB002
05LB004
05LB005
05LB007
05LB010
05LD001
05LD003
05LE004
05LE005
05LE006
05LE010
05LE011
05LF001
05LF002
05LG001
05LG004
05LG006
05LJ005
05LJ007
05LJ011
05LJ012
05LJ016
05LJ019
05LJ021
05LJ027
05LJ801
05LL009
05LL013
05LL014
05LL015
Plotted
at
Station Name
TORCH RIVER NEAR LOVE
WHITE FOX RIVER NEAR GARRICK
KELSEY CREEK NEAR GARRICK
BALLANTYNE RIVER ABOVE BALLANTYNE BAY
PASQUIA RIVER AT HIGHWAY NO. 9
PIPESTONE CREEK NEAR ROSE VALLEY
ETOMAMI RIVER NEAR BERTWELL
LOISELLE CREEK NEAR HUDSON BAY
RED DEER RIVER NEAR STEEN
FIR RIVER NEAR HUDSON BAY
PRAIRIE RIVER NEAR PRAIRIE RIVER
OVERFLOWING RIVER AT OVERFLOWING RIVER
OVERFLOWING RIVER NEAR HUDSON BAY
WOODY RIVER NEAR BOWSMAN
ROARING RIVER NEAR MINITONAS
SWAN RIVER NEAR MINITONAS
BIRCH RIVER NEAR BIRCH RIVER
MALONECK CREEK NEAR PELLY
STEEPROCK RIVER NEAR MAFEKING
BELL RIVER NEAR BELLSITE
NORTH PINE RIVER NEAR PINE RIVER
NORTH DUCK RIVER AT COWAN
GARLAND RIVER NEAR DUCK RIVER
OCHRE RIVER AT OCHRE RIVER
TURTLE RIVER NEAR LAURIER
WILSON RIVER NEAR DAUPHIN
VERMILION RIVER NEAR DAUPHIN
FORK RIVER NEAR ETHELBERT
MINK CREEK NEAR ETHELBERT
VALLEY RIVER NEAR GRANDVIEW
MCKINNON CREEK NEAR MCCREARY
WILSON CREEK NEAR MCCREARY
STONY CREEK NEAR NEEPAWA
BOGGY CREEK ABOVE LAKE IRWIN
PINE CREEK NEAR MELBOURNE
BIG GRASS RIVER NEAR GLENELLA
Prov
Fit
4637
1770
120
1864
74.3
556
1825
82.3
2295
513
340
3104
350
2083
840
3594
137
166
300
170
210
228
435
345
954
827
676
263
135
1078
70
23.5
152
201
95.7
1066
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
SASK
LP3
Centroid
MAN
LP3
Centroid
SASK
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
3LN(MOM)
Centroid
MAN
NORTH SNAKE CREEK NEAR BIRNIE
61.7
Centroid
MAN
BEAVER CREEK EAST OF BEAVER
BIRCH CREEK NEAR ELFROS
IRONSPRING CREEK NEAR WATSON
ROMANCE CREEK NEAR WATSON
QUILL CREEK NEAR QUILL LAKE
292
253
317
206
89.8
Centroid
MAN
LP3
LP3
(MOM)
LP3
05LL017
05LL028
05MA011
05MA012
05MA016
05MA020
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
Weibull
Centroid
SASK
LP3
37
(km2)
EDA /
GDA
Station
Number
05MA023
05MA025
05MB001
05MB005
05MB007
05MB008
05MC001
05MC002
05MC003
05MC004
05MD004
05MD005
05MD010
05ME003
05ME005
05MF001
05MG001
05MG003
Plotted
at
Station Name
MILLIGAN CREEK NEAR WADENA
RANCH CREEK ABOVE RANCH LAKE
YORKTON CREEK NEAR EBENEZER
WILLOW BROOK AT WILLOWBROOK
SPIRIT CREEK NEAR BUCHANAN
WHITESAND RIVER NEAR SPRINGSIDE
ASSINIBOINE RIVER AT STURGIS
STONY CREEK NEAR STENEN
LILIAN RIVER NEAR LADY LAKE
CONJURING CREEK NEAR PREECEVILLE
ASSINIBOINE RIVER AT KAMSACK
SHELL RIVER NEAR INGLIS
STONY CREEK NEAR KAMSACK
BIRDTAIL CREEK NEAR BIRTLE
CONJURING CREEK NEAR RUSSELL
LITTLE SASKATCHEWAN RIVER NEAR MINNEDOSA
ARROW RIVER NEAR ARROW RIVER
GOPHER CREEK NEAR VIRDEN
Prov
Fit
382
151
231
84.8
97
439
1166
156
153
149
3842
938
89.7
556
53.4
1586
186
153
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
MAN
LP3
Centroid
SASK
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
OAK RIVER NEAR RIVERS
277
Centroid
MAN
05MG006
05MH006
KENTON CREEK AT KENTON
LITTLE SOURIS RIVER NEAR BRANDON
18.4
262
Centroid
MAN
LP3
LP3
(MOM)
LP3
663
664
665
05MG004
Centroid
MAN
666
667
668
669
670
671
05MH007
EPINETTE CREEK NEAR CARBERRY
135
Centroid
MAN
05MH008
05MH011
05MJ004
05NA005
05NB001
CYPRESS RIVER NEAR BRUXELLES
WILLOW CREEK NEAR CHATER
STURGEON CREEK AT ST. JAMES
GIBSON CREEK NEAR RADVILLE
LONG CREEK NEAR ESTEVAN
198
498
556
143
1367
Centroid
MAN
LP3
LP3
(MOM)
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
SASK
LP3
Centroid
SASK
672
673
674
675
676
677
678
679
680
05NB014
JEWEL CREEK NEAR GOODWATER
200
Centroid
SASK
05NB021
05NB031
05NF002
05NF006
05NF007
05NF008
05NF013
05NG003
SHORT CREEK NEAR ROCHE PERCEE
SOURIS RIVER NEAR BECHARD
ANTLER RIVER NEAR MELITA
LIGHTNING CREEK NEAR CARNDUFF
GAINSBOROUGH CREEK NEAR LYLETON
GRAHAM CREEK NEAR MELITA
GAINSBOROUGH CREEK NEAR STORTHOAKS
PIPESTONE CREEK NEAR PIPESTONE
328
373
1365
393
559
178
393
1400
Centroid
SASK
3LN
LP3
(MOM)
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
MAN
05NG010
OAK CREEK NEAR STOCKTON
440
Centroid
MAN
05NG024
05NG027
05OA005
05OA008
PIPESTONE CREEK NEAR THE SASKATCHEWAN BOUNDARY
OAK CREEK NEAR GLENBORO
HIDDEN ISLAND COULEE NEAR HANSBORO
PEMBINA RIVER NEAR KILLARNEY
1186
197
61.2
271
Centroid
SASK
LP3
LP3
(MOM)
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Map
Label
645
646
647
648
649
650
651
652
653
654
655
656
657
658
659
660
661
662
681
682
683
684
685
38
(km2)
EDA /
Map
Label
686
687
688
689
690
691
692
693
694
695
696
697
698
699
700
701
702
703
704
705
706
707
708
709
710
711
Station
Number
05OA014
05OB006
05OB010
05OB016
05OB021
05OC016
05OC019
05OC022
05OD028
05OD030
05OE001
05OE006
05OE007
05OE010
05OF009
05OF011
05OF014
05OF017
05OF018
05OF020
05OG001
05OH007
GDA
Station Name
LONG RIVER NEAR LYONSHALL
CRYSTAL CREEK NEAR CRYSTAL CITY
CYPRESS CREEK NEAR CLEARWATER
SNOWFLAKE CREEK NEAR SNOWFLAKE
MOWBRAY CREEK NEAR MOWBRAY
DEADHORSE CREEK NEAR ROSENFELD
BUFFALO CREEK NEAR ROSENFELD
RIVIERE AUX MARAIS NEAR CHRISTIE
MAIN DRAIN 4A NEAR DOMINION CITY
ROSEAU RIVER NEAR CARIBOU
RAT RIVER NEAR OTTERBURNE
MANNING CANAL NEAR ILE DES CHENES
JOUBERT CREEK AT ST. PIERRE-JOLYS
MARSH RIVER NEAR OTTERBURNE
ROSEISLE CREEK NEAR ROSEISLE
BOYNE RIVER NEAR ROSEISLE
SHANNON CREEK NEAR MORRIS
SOUTH TOBACCO CREEK NEAR MIAMI
TOBACCO CREEK NEAR ROSEBANK
MORRIS RIVER NEAR ROSENORT
LA SALLE RIVER NEAR SANFORD
SEINE RIVER NEAR STE. ANNE
Plotted
at
Prov
Fit
132
79.4
271
263
170
923
780
195
225
4106
1418
481
348
403
202
540
617
74.2
127
1800
1610
580
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
3PLN
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
MAN
LP3
(km2)
05OH008
SEINE RIVER DIVERSION NEAR STE. ANNE
705
WSC
Station
05OJ002
05OJ008
05OJ016
COOKS CREEK NEAR EAST SELKIRK
NETLEY CREEK NEAR PETERSFIELD
DEVILS CREEK NEAR LIBAU
666
526
240
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
ONT
LP3
MAN
LP3
ONT
LP3
ONT
LP3
ONT
LP3
712
05PA012
BASSWOOD RIVER NEAR WINTON
4510
713
05PB014
TURTLE RIVER NEAR MINE CENTRE
4870
714
05PB018
ATIKOKAN RIVER AT ATIKOKAN
332
715
05PC010
STURGEON RIVER NEAR BARWICK
168
716
05PC011
PINEWOOD RIVER NEAR PINEWOOD
461
717
05PC016
LA VALLEE RIVER NEAR DEVLIN
274
718
05PD015
LAKE 240 OUTLET NEAR KENORA
7.25
719
05PD017
LAKE 470 OUTLET NEAR KENORA
1.68
720
721
05PD023
LAKE 239 OUTLET NEAR KENORA
3.9
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
WSC
Station
05PH003
WHITEMOUTH RIVER NEAR WHITEMOUTH
3748
Centroid
WSC
Station
WSC
Station
WSC
Station
722
05QA004
STURGEON RIVER AT MCDOUGALL MILLS
4450
723
05QC003
TROUTLAKE RIVER ABOVE BIG FALLS
2370
724
05QE008
CEDAR RIVER BELOW WABASKANG LAKE
1690
39
EDA /
Map
Label
Station
Number
GDA
(km2)
Station Name
Plotted
at
WSC
Station
WSC
Station
Prov
Fit
ONT
3LN
ONT
LP3
725
05QE009
STURGEON RIVER AT OUTLET OF SALVESEN LAKE
1530
726
727
728
729
730
731
732
733
734
735
736
737
738
739
740
741
05QE012
LONG-LEGGED RIVER BELOW LONG-LEGGED LAKE
548
05RA001
05RA002
05SA002
05SC002
05SD003
05TG002
05UF004
05UG001
05UH001
05UH002
06AB001
06AC001
06AE001
06BA002
06BB004
MANIGOTAGAN RIVER NEAR MANIGOTAGAN
BLACK RIVER NEAR MANIGOTAGAN
BROKENHEAD RIVER NEAR BEAUSEJOUR
ICELANDIC RIVER NEAR RIVERTON
FISHER RIVER NEAR DALLAS
TAYLOR RIVER NEAR THOMPSON
KETTLE RIVER NEAR GILLAM
LIMESTONE RIVER NEAR BIRD
ANGLING RIVER NEAR BIRD
WEIR RIVER ABOVE THE MOUTH
SAND RIVER NEAR THE MOUTH
JACKFISH CREEK NEAR LA COREY
NORBURY CREEK NEAR SPIRITWOOD
DILLON RIVER BELOW DILLON LAKE
KEELEY RIVER AT OUTLET OF KEELEY LAKE
1831
715
1577
1033
1076
886
1089
3273
1563
2191
4728
344
139
2328
931
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
MAN
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
SASK
LP3
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
06BB005
CANOE RIVER NEAR BEAUVAL
4574
WSC
Station
06BD001
HAULTAIN RIVER ABOVE NORBERT RIVER
3670
Centroid
SASK
06CE001
FOSTER RIVER ABOVE CHURCHILL RIVER
4549
Centroid
SASK
06DA005
06FB002
06FD002
WHEELER RIVER BELOW RUSSELL LAKE
LITTLE BEAVER RIVER NEAR THE MOUTH
DEER RIVER NORTH OF BELCHER
Centroid
SASK
Centroid
MAN
LP3
Centroid
MAN
LP3
06HB002
THLEWIAZA RIVER ABOVE OUTLET SEALHOLE LAKE
3023
4275
1892
2700
0
LP3
LP3
(MOM)
LP3
WSC
Station
NUN
LP3
06HD001
KOGNAK RIVER BELOW MOUNTAIN LAKE
6900
WSC
Station
NUN
LP3
06JB001
HANBURY RIVER ABOVE HOARE LAKE
Centroid
NWT
LP3
06JC002
THELON RIVER ABOVE BEVERLY LAKE
Centroid
NWT
LP3
06KC003
DUBAWNT RIVER AT OUTLET OF MARJORIE LAKE
Centroid
NWT
LP3
06LA001
KAZAN RIVER AT OUTLET OF ENNADAI LAKE
Centroid
NWT
LP3
06LC001
KAZAN RIVER ABOVE KAZAN FALLS
Centroid
NUN
LP3
06LC002
KUNWAK RIVER BELOW PRINCESS MARY LAKE
5829
5992
2
6730
0
2142
0
3557
4
1210
0
WSC
Station
NUN
LP3
06MA002
QINGUQ CREEK NEAR BAKER LAKE
432
WSC
Station
NUN
LP3
06MB001
QUOICH RIVER ABOVE ST. CLAIR FALLS
WSC
Station
NUN
LP3
07AA001
07AA002
07AA007
MIETTE RIVER NEAR JASPER
ATHABASCA RIVER NEAR JASPER
SUNWAPTA RIVER AT ATHABASCA GLACIER
3010
0
629
3873
29.3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
Gamma
40
EDA /
Map
Label
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
782
783
784
785
786
787
788
789
790
791
792
793
794
795
796
797
798
799
800
801
802
Station
Number
07AB002
07AC001
07AF002
07AF003
07AF010
07AG003
07AH001
07AH002
07AH003
07BB002
07BB004
07BB005
07BB006
07BC007
07BF001
07BF002
07BJ001
07BJ003
07BK005
07BK007
07CA006
07CD004
07DA006
07DA008
07DA018
07DD002
GDA
Station Name
SNAKE INDIAN RIVER NEAR THE MOUTH
WILDHAY RIVER NEAR HINTON
MCLEOD RIVER ABOVE EMBARRAS RIVER
WAMPUS CREEK NEAR HINTON
SUNDANCE CREEK NEAR BICKERDIKE
WOLF CREEK AT HIGHWAY NO. 16A
FREEMAN RIVER NEAR FORT ASSINIBOINE
CHRISTMAS CREEK NEAR BLUE RIDGE
SAKWATAMAU RIVER NEAR WHITECOURT
PEMBINA RIVER NEAR ENTWISTLE
PADDLE RIVER NEAR ROCHFORT BRIDGE
LITTLE PADDLE RIVER NEAR MAYERTHORPE
PADDLE RIVER AT BARRHEAD
WABASH CREEK NEAR PIBROCH
EAST PRAIRIE RIVER NEAR ENILDA
WEST PRAIRIE RIVER NEAR HIGH PRAIRIE
SWAN RIVER NEAR KINUSO
SWAN RIVER NEAR SWAN HILLS
SAULTEAUX RIVER NEAR SPURFIELD
DRIFTWOOD RIVER NEAR THE MOUTH
WANDERING RIVER NEAR WANDERING RIVER
HANGINGSTONE RIVER AT FORT MCMURRAY
STEEPBANK RIVER NEAR FORT MCMURRY
MUSKEG RIVER NEAR FORT MACKAY
BEAVER RIVER ABOVE SYNCRUDE
RICHARDSON RIVER NEAR THE MOUTH
Plotted
at
Prov
Fit
1587
960
2551
25.9
178
807
1662
423
1145
4334
617
295
2200
298
1467
1152
1900
155
2567
2100
1120
962
1320
1457
165
2731
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
BC
LP3
(km2)
07EA002
KWADACHA RIVER NEAR WARE
2410
WSC
Station
07EA004
07EA007
07EB002
07EC002
07EC003
07EC004
07ED001
07EE007
INGENIKA RIVER ABOVE SWANNELL RIVER
AKIE RIVER NEAR THE 760 M CONTOUR
OSPIKA RIVER ABOVE ALEY CREEK
OMINECA RIVER ABOVE OSILINKA RIVER
MESILINKA RIVER ABOVE GOPHERHOLE CREEK
OSILINKA RIVER NEAR END LAKE
NATION RIVER NEAR FORT ST. JAMES
PARSNIP RIVER ABOVE MISINCHINKA RIVER
4145
1689
2193
5497
3059
1948
4350
4930
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
07EE009
CHUCHINKA CREEK NEAR THE MOUTH
310
Centroid
BC
07FA003
07FA005
HALFWAY RIVER ABOVE GRAHAM RIVER
GRAHAM RIVER ABOVE COLT CREEK
3763
2137
Centroid
BC
LP3
3PLN
(MOM)
LP3
Centroid
BC
LP3
BC
LP3
07FA006
HALFWAY RIVER NEAR FARRELL CREEK
7205
WSC
Station
07FB002
07FB003
07FB004
MURRAY RIVER NEAR THE MOUTH
SUKUNKA RIVER NEAR THE MOUTH
DICKEBUSCH CREEK NEAR THE MOUTH
5578
2510
82.2
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
41
EDA /
Map
Label
Station
Number
GDA
(km2)
Station Name
Plotted
at
Prov
Fit
BC
LP3
BC
LP3
803
07FB005
QUALITY CREEK NEAR THE MOUTH
39.8
804
805
07FB006
MURRAY RIVER ABOVE WOLVERINE RIVER
2410
WSC
Station
WSC
Station
07FB008
MOBERLY RIVER NEAR FORT ST. JOHN
1520
Centroid
BC
LP3
BC
LP3
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
821
822
823
824
825
826
827
828
829
830
831
832
833
834
835
836
07FB009
FLATBED CREEK AT KILOMETRE 110 HERITAGE HIGHWAY
479
WSC
Station
07FC002
07FC003
07FD001
07FD004
07FD006
07FD007
07FD008
07FD009
ST. JOHN RIVER NEAR MONTNEY
BLUEBERRY RIVER BELOW AITKEN CREEK
KISKATINAW RIVER NEAR FARMINGTON
ALCES RIVER AT 22ND BASE LINE
SADDLE RIVER NEAR WOKING
POUCE COUPE RIVER BELOW HENDERSON CREEK
HINES CREEK NEAR FAIRVIEW
CLEAR RIVER NEAR BEAR CANYON
206
1750
3635
295
540
2862
1181
2879
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
07FD011
HINES CREEK ABOVE GERRY LAKE
369
Centroid
ALTA
07FD012
07FD013
07GA001
07GA002
07GB001
07GD001
07GE003
07GG001
07GG002
07GG003
07HA003
07HA005
07HC001
07HF002
07JD003
07JF003
07LB002
07LE004
07MA003
07MA004
07OA001
MONTAGNEUSE RIVER NEAR HINES CREEK
EUREKA RIVER NEAR WORSLEY
SMOKY RIVER ABOVE HELLS CREEK
MUSKEG RIVER NEAR GRANDE CACHE
CUTBANK RIVER NEAR GRANDE PRAIRIE
BEAVERLODGE RIVER NEAR BEAVERLODGE
GRANDE PRAIRIE CREEK NEAR SEXSMITH
WASKAHIGAN RIVER NEAR THE MOUTH
LITTLE SMOKY RIVER AT LITTLE SMOKY
IOSEGUN RIVER NEAR LITTLE SMOKY
HEART RIVER NEAR NAMPA
WHITEMUD RIVER NEAR DIXONVILLE
NOTIKEWIN RIVER AT MANNING
KEG RIVER AT HIGHWAY NO. 35
JACKPINE CREEK AT WADLIN LAKE ROAD
PONTON RIVER ABOVE BOYER RIVER
WATERFOUND RIVER BELOW THERIAU LAKE
OTHERSIDE RIVER AT OUTLET OF MERCREDI LAKE
DOUGLAS RIVER NEAR CLUFF LAKE
WILLIAM RIVER ABOVE CARSWELL RIVER
SOUSA CREEK NEAR HIGH LEVEL
228
755
3874
703
842
1480
140
1037
3009
1954
1870
2016
4664
666
582
2436
4089
2999
1695
4030
820
Centroid
ALTA
LP3
LP3
(MOM)
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
ALTA
LP3
NWT
LP3
NWT
LP3
WSC
Station
WSC
Station
837
07OB001
HAY RIVER NEAR HAY RIVER
51292
838
839
840
841
842
843
07PA001
BUFFALO RIVER AT HIGHWAY NO. 5
18500
07QC003
07QD004
07RD001
07SA002
07SA004
THOA RIVER NEAR INLET TO HILL ISLAND LAKE
TALTSON RIVER ABOVE PORTER LAKE OUTFLOW
LOCKHART RIVER AT OUTLET OF ARTILLERY LAKE
SNARE RIVER BELOW GHOST RIVER
INDIN RIVER ABOVE CHALCO LAKE
8814
9729
Centroid
NWT
LP3
Centroid
NWT
LP3
26566
Centroid
NWT
LP3
11769
Centroid
NWT
LP3
1532
Centroid
NWT
LP3
42
EDA /
Map
Label
844
845
Station
Number
07SB010
07SB013
GDA
Station Name
CAMERON RIVER BELOW REID LAKE
BAKER CREEK AT OUTLET OF LOWER MARTIN LAKE
Plotted
at
Prov
Fit
3682
119
Centroid
NWT
LP3
Centroid
NWT
LP3
NWT
LP3
NWT
LP3
NWT
LP3
(km2)
846
07SC002
WALDRON RIVER NEAR THE MOUTH
1830
847
07TA001
LA MARTRE RIVER BELOW OUTLET OF LAC LA MARTRE
13900
848
849
850
851
852
853
854
855
856
07TB001
EMILE RIVER AT OUTLET OF BASLER LAKE
4850
WSC
Station
WSC
Station
WSC
Station
07UC001
08AA008
08AA009
08AB001
08AB002
08AC001
08AC002
08BB005
KAKISA RIVER AT OUTLET OF KAKISA LAKE
SEKULMUN RIVER AT OUTLET OF SEKULMUN LAKE
GILTANA CREEK NEAR THE MOUTH
ALSEK RIVER ABOVE BATES RIVER
ALSEK RIVER NEAR YAKUTAT
TAKHANNE RIVER AT KM 167 HAINES HIGHWAY
TATSHENSHINI RIVER NEAR DALTON POST
TAKU RIVER NEAR JUNEAU
15621
Centroid
NWT
LP3
1236
190
Centroid
YT
LP3
Centroid
YT
LP3
14802
Centroid
YT
LP3
10502
Centroid
BC
LP3
375
1377
Centroid
YT
LP3
Centroid
YT
LP3
16686
Centroid
BC
LP3
BC
LP3
BC
LP3
BC
LP3
BC
LP3
BC
LP3
BC
LP3
BC
LP3
BC
LP3
BC
LP3
BC
LP3
BC
LP3
857
08CA001
SPATSIZI RIVER NEAR THE MOUTH
3400
858
859
08CC001
KLAPPAN RIVER NEAR TELEGRAPH CREEK
3540
WSC
Station
WSC
Station
08CD001
TUYA RIVER NEAR TELEGRAPH CREEK
3555
Centroid
860
08CG003
ISKUT RIVER AT OUTLET OF KINASKAN LAKE
1250
861
08CG005
MORE CREEK NEAR THE MOUTH
844
862
863
08CG006
FORREST KERR CREEK ABOVE 460 M CONTOUR
312
WSC
Station
WSC
Station
WSC
Station
08DA005
SURPRISE CREEK NEAR THE MOUTH
218
Centroid
WSC
Station
WSC
Station
WSC
Station
WSC
Station
864
08DB010
LIME CREEK NEAR THE MOUTH
39.8
865
08DB011
KITSAULT RIVER ABOVE KLAYDUC CREEK
251
866
08DC006
BEAR RIVER ABOVE BITTER CREEK
289
867
868
869
870
871
872
873
874
875
876
08DD001
UNUK RIVER NEAR STEWART
1480
08EB004
08ED001
08ED002
08EE008
08EE012
08EE013
08EE020
08EE025
08EF005
KISPIOX RIVER NEAR HAZELTON
NANIKA RIVER AT OUTLET OF KIDPRICE LAKE
MORICE RIVER NEAR HOUSTON
GOATHORN CREEK NEAR TELKWA
SIMPSON CREEK AT THE MOUTH
BUCK CREEK AT THE MOUTH
TELKWA RIVER BELOW TSAI CREEK
TWO MILE CREEK IN DISTRICT LOT 4834
ZYMOETZ RIVER ABOVE O.K. CREEK
1876
732
1165
125
14.1
565
367
21.2
2847
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
3PLN
Centroid
BC
LP3
Centroid
BC
3PLN
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
877
878
879
880
881
882
08EG011
ZYMAGOTITZ RIVER NEAR TERRACE
370
WSC
Station
08EG012
08FA002
08FB004
EXCHAMSIKS RIVER NEAR TERRACE
WANNOCK RIVER AT OUTLET OF OWIKENO LAKE
SALLOOMT RIVER NEAR HAGENSBORG
370
3902
159
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
BC
LP3
08FB005
NUSATSUM RIVER NEAR HAGENSBORG
275
WSC
Station
08FB006
ATNARKO RIVER NEAR THE MOUTH
2551
Centroid
43
EDA /
Map
Label
883
884
885
886
887
888
889
Station
Number
08FB007
GDA
Station Name
BELLA COOLA RIVER ABOVE BURNT BRIDGE CREEK
(km2)
Plotted
at
Prov
Fit
1170
Centroid
BC
LP3
08FB009
CLAYTON FALLS CREEK NEAR THE MOUTH
112
WSC
Station
BC
LP3
08FC003
08FE003
08FF001
08FF002
08FF003
DEAN RIVER BELOW TANSWANKET CREEK
KEMANO RIVER ABOVE POWERHOUSE TAILRACE
KITIMAT RIVER BELOW HIRSCH CREEK
HIRSCH CREEK NEAR THE MOUTH
LITTLE WEDEENE RIVER BELOW BOWBYES CREEK
3724
556
1461
353
180
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
WSC
Station
WSC
Station
BC
LP3
BC
LP3
890
08GA054
MAMQUAM RIVER ABOVE MASHITER CREEK
323
891
892
893
894
895
08GA060
CHAPMAN CREEK ABOVE SECHELT DIVERSION
66.4
08GA061
08GA071
08GA072
08GD004
MACKAY CREEK AT MONTROYAL BOULEVARD
ELAHO RIVER NEAR THE MOUTH
CHEAKAMUS RIVER ABOVE MILLAR CREEK
HOMATHKO RIVER AT THE MOUTH
3.42
1202
297
5676
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
896
897
08GD007
MOSLEY CREEK NEAR DUMBELL LAKE
1550
WSC
Station
08GD008
HOMATHKO RIVER AT INLET TO TATLAYOKO LAKE
486
Centroid
BC
898
899
900
901
08HA001
CHEMAINUS RIVER NEAR WESTHOLME
355
Centroid
BC
08HA003
08HA010
08HA016
KOKSILAH RIVER AT COWICHAN STATION
SAN JUAN RIVER NEAR PORT RENFREW
BINGS CREEK NEAR THE MOUTH
226
578
20.1
Centroid
BC
LP3
LP3
(MOM)
LP3
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
902
903
904
905
906
907
908
909
910
911
912
913
914
915
916
917
918
08HA026
CUSHEON CREEK AT OUTLET OF CUSHEON LAKE
3.31
WSC
Station
08HB002
08HB014
08HB024
08HB025
08HB032
08HB034
08HB048
08HB074
08HB075
08HC002
08HD011
08HE006
08HF004
08JA014
ENGLISHMAN RIVER NEAR PARKSVILLE
SARITA RIVER NEAR BAMFIELD
TSABLE RIVER NEAR FANNY BAY
BROWNS RIVER NEAR COURTENAY
MILLSTONE RIVER AT NANAIMO
NANAIMO RIVER NEAR CASSIDY
CARNATION CREEK AT THE MOUTH
CRUICKSHANK RIVER NEAR THE MOUTH
DOVE CREEK NEAR THE MOUTH
UCONA RIVER AT THE MOUTH
OYSTER RIVER BELOW WOODHUS CREEK
ZEBALLOS RIVER NEAR ZEBALLOS
TSITIKA RIVER BELOW CATHERINE CREEK
VAN TINE CREEK NEAR THE MOUTH
319
162
107
87.9
97
676
10.3
213
44.2
187
302
178
365
150
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
08JA016
MACIVOR CREEK NEAR THE MOUTH
57.5
WSC
Station
08JB002
STELLAKO RIVER AT GLENANNAN
4020
Centroid
BC
LP3
BC
LP3
919
920
921
08JC005
CHILAKO RIVER NEAR PRINCE GEORGE
3370
WSC
Station
08JD006
08JE004
DRIFTWOOD RIVER ABOVE KASTBERG CREEK
TSILCOH RIVER NEAR THE MOUTH
403
431
Centroid
BC
LP3
Centroid
BC
922
08KA001
DORE RIVER NEAR MCBRIDE
409
Centroid
BC
LP3
LP3
(MOM)
44
EDA /
Map
Label
923
924
925
926
927
928
Station
Number
08KA007
GDA
Station Name
FRASER RIVER AT RED PASS
(km2)
Plotted
at
Prov
Fit
1250
Centroid
BC
LP3
08KA008
MOOSE RIVER NEAR RED PASS
460
WSC
Station
BC
LP3
08KA009
08KB003
08KB006
08KC001
MCKALE RIVER NEAR 940 M CONTOUR
MCGREGOR RIVER AT LOWER CANYON
MULLER CREEK NEAR THE MOUTH
SALMON RIVER NEAR PRINCE GEORGE
253
4676
103
3930
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
WSC
Station
WSC
Station
BC
LP3
BC
LP3
929
08KC003
MUSKEG RIVER NORTH OF JOANNE LAKE
303
930
931
932
08KD001
BOWRON RIVER NEAR WELLS
456
08KD006
08KD007
WILLOW RIVER ABOVE HAY CREEK
BOWRON RIVER BELOW BOX CANYON
2865
2877
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
933
934
935
08KE009
COTTONWOOD RIVER NEAR CINEMA
1910
WSC
Station
08KE016
08KE024
BAKER CREEK AT QUESNEL
LITTLE SWIFT RIVER AT THE MOUTH
1555
127
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
BC
LP3
BC
LP3
936
08KF001
NAZKO RIVER ABOVE MICHELLE CREEK
3240
937
08KG003
BAEZAEKO RIVER AT LOT 10262
992
938
939
08KH003
CARIBOO RIVER BELOW KANGAROO CREEK
3260
WSC
Station
WSC
Station
WSC
Station
08KH010
HORSEFLY RIVER ABOVE MCKINLEY CREEK
790
Centroid
BC
LP3
BC
LP3
BC
LP3
BC
LP3
BC
LP3
BC
LP3
940
941
08KH014
MITCHELL RIVER AT OUTLET OF MITCHELL LAKE
251
WSC
Station
08KH019
MOFFAT CREEK NEAR HORSEFLY
548
Centroid
WSC
Station
WSC
Station
WSC
Station
942
08LA004
MURTLE RIVER ABOVE DAWSON FALLS
1380
943
08LA007
CLEARWATER RIVER AT OUTLET OF CLEARWATER LAKE
2950
944
945
946
947
948
08LA008
MAHOOD RIVER AT OUTLET OF MAHOOD LAKE
4710
08LB012
08LB020
08LB024
08LB047
PAUL CREEK AT THE OUTLET OF PINANTAN LAKE
BARRIERE RIVER AT THE MOUTH
FISHTRAP CREEK NEAR MCLURE
NORTH THOMPSON RIVER AT BIRCH ISLAND
62.9
520
143
4487
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
949
950
951
952
953
954
955
956
08LB050
MANN CREEK NEAR BLACKPOOL
300
WSC
Station
08LB069
08LB076
08LC040
08LD001
08LE024
08LE027
08LE075
BARRIERE RIVER BELOW SPRAGUE CREEK
HARPER CREEK NEAR THE MOUTH
VANCE CREEK BELOW DEAFIES CREEK
ADAMS RIVER NEAR SQUILAX
EAGLE RIVER NEAR MALAKWA
SEYMOUR RIVER NEAR SEYMOUR ARM
SALMON RIVER ABOVE SALMON LAKE
458
166
70.9
3205
932
805
139
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
WSC
Station
WSC
Station
BC
LP3
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
957
08LF081
AMBUSTEN CREEK NEAR THE MOUTH
32.9
958
959
960
961
08LF084
ANDERSON CREEK ABOVE DIVERSIONS
32.2
08LG008
08LG016
08LG048
SPIUS CREEK NEAR CANFORD
PENNASK CREEK NEAR QUILCHENA
COLDWATER RIVER NEAR BROOKMERE
775
87.6
316
45
EDA /
Map
Label
962
963
964
965
966
967
968
969
Station
Number
GDA
Station Name
(km2)
Plotted
at
Prov
Fit
BC
LP3
08LG055
BETHSAIDA CREEK ABOVE HIGHLAND VALLEY ROAD
15.5
WSC
Station
08LG056
08LG064
08MA002
08MA006
08MB006
08MB007
08ME025
GUICHON CREEK ABOVE TUNKWA LAKE DIVERSION
BEAK CREEK AT THE MOUTH
CHILKO RIVER AT OUTLET OF CHILKO LAKE
LINGFIELD CREEK NEAR THE MOUTH
BIG CREEK ABOVE GROUNDHOG CREEK
BIG CREEK BELOW GRAVEYARD CREEK
YALAKOM RIVER ABOVE ORE CREEK
74.2
85
2134
98.7
815
196
581
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
970
971
972
973
974
975
976
08MF003
COQUIHALLA RIVER NEAR HOPE
739
WSC
Station
08MF062
08MF065
08MG001
08MG005
08MH001
08MH006
COQUIHALLA RIVER BELOW NEEDLE CREEK
NAHATLATCH RIVER BELOW TACHEWANA CREEK
CHEHALIS RIVER NEAR HARRISON MILLS
LILLOOET RIVER NEAR PEMBERTON
CHILLIWACK RIVER AT VEDDER CROSSING
NORTH ALOUETTE RIVER AT 232ND STREET, MAPLE RIDGE
90.1
712
383
2098
737
35.2
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
977
08MH016
CHILLIWACK RIVER AT OUTLET OF CHILLIWACK LAKE
335
Centroid
BC
LP3
LP3
(MOM)
978
979
980
981
982
983
08MH018
MAHOOD CREEK NEAR NEWTON
18.9
WSC
Station
BC
LP3
08MH029
08MH056
08MH076
08MH155
08NA006
SUMAS RIVER NEAR HUNTINGDON
SLESSE CREEK NEAR VEDDER CROSSING
KANAKA CREEK NEAR WEBSTER CORNERS
NICOMEKL RIVER AT 203 STREET, LANGLEY
KICKING HORSE RIVER AT GOLDEN
144
160
45.5
70
1846
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
984
985
986
987
988
989
990
991
08NA045
COLUMBIA RIVER NEAR FAIRMONT HOT SPRINGS
857
WSC
Station
08NB005
08NB012
08NB014
COLUMBIA RIVER AT DONALD
BLAEBERRY RIVER ABOVE WILLOWBANK CREEK
GOLD RIVER ABOVE PALMER CREEK
6355
277
426
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
08NB015
BLAEBERRY RIVER BELOW ENSIGN CREEK
230
WSC
Station
08NB016
08NB019
08NC004
SPLIT CREEK AT THE MOUTH
BEAVER RIVER NEAR THE MOUTH
CANOE RIVER BELOW KIMMEL CREEK
80.5
1151
305
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
992
08ND009
DOWNIE CREEK NEAR REVELSTOKE
642
WSC
Station
993
994
08ND012
GOLDSTREAM RIVER BELOW OLD CAMP CREEK
934
Centroid
BC
08ND013
ILLECILLEWAET RIVER AT GREELEY
1149
Centroid
BC
LP3
(MOM)
LP3
BC
LP3
BC
LP3
995
08ND014
JORDAN RIVER ABOVE KIRKUP CREEK
271
996
997
08ND018
STITT CREEK AT THE MOUTH
139
WSC
Station
WSC
Station
08ND019
KIRBYVILLE CREEK NEAR THE MOUTH
111
Centroid
BC
LP3
BC
LP3
998
999
1000
08NE001
INCOMAPPLEUX RIVER NEAR BEATON
1010
WSC
Station
08NE006
08NE008
KUSKANAX CREEK NEAR NAKUSP
BEATON CREEK NEAR BEATON
218
96.7
Centroid
BC
LP3
Centroid
BC
LP3
46
EDA /
Map
Label
1001
1002
1003
1004
1005
1006
1007
1008
Station
Number
08NE039
08NE074
08NE077
08NE087
08NE110
08NE114
GDA
Station Name
BIG SHEEP CREEK NEAR ROSSLAND
SALMO RIVER NEAR SALMO
BARNES CREEK NEAR NEEDLES
DEER CREEK AT DEER PARK
INONOAKLIN CREEK ABOVE VALLEY CREEK
HIDDEN CREEK NEAR THE MOUTH
Plotted
at
Prov
Fit
347
1230
204
81.6
281
56.7
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
3PLN
BC
LP3
BC
LP3
BC
LP3
BC
LP3
BC
LP3
BC
LP3
(km2)
08NE117
KUSKANAX CREEK AT 1040 M CONTOUR
112
WSC
Station
08NF001
KOOTENAY RIVER AT KOOTENAY CROSSING
416
Centroid
WSC
Station
WSC
Station
WSC
Station
WSC
Station
1009
08NF005
ALBERT RIVER AT 1310 M CONTOUR
67.8
1010
08NF006
PALLISER RIVER IN LOT SL49
653
1011
08NG012
ST. MARY RIVER AT WYCLIFFE
2360
1012
1013
1014
08NG046
ST. MARY RIVER NEAR MARYSVILLE
1470
08NG076
08NG077
MATHER CREEK BELOW HOULE CREEK
ST. MARY RIVER BELOW MORRIS CREEK
135
208
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
1015
1016
1017
1018
1019
1020
1021
1022
1023
1024
1025
1026
1027
1028
1029
1030
1031
1032
1033
08NG078
CAVEN CREEK BELOW BLOOM CREEK
304
WSC
Station
08NH005
08NH007
08NH016
08NH032
08NH084
08NH115
08NH119
08NH120
08NH130
08NH131
08NH132
08NJ013
08NJ061
08NJ130
08NJ160
08NJ168
08NK002
08NK016
KASLO RIVER BELOW KEMP CREEK
LARDEAU RIVER AT MARBLEHEAD
DUCK CREEK NEAR WYNNDEL
BOUNDARY CREEK NEAR PORTHILL
ARROW CREEK NEAR ERICKSON
SULLIVAN CREEK NEAR CANYON
DUNCAN RIVER BELOW B.B. CREEK
MOYIE RIVER ABOVE NEGRO CREEK
FRY CREEK BELOW CARNEY CREEK
CARNEY CREEK BELOW PAMBRUN CREEK
KEEN CREEK BELOW KYAWATS CREEK
SLOCAN RIVER NEAR CRESCENT VALLEY
REDFISH CREEK NEAR HARROP
ANDERSON CREEK NEAR NELSON
LEMON CREEK ABOVE SOUTH LEMON CREEK
FIVE MILE CREEK ABOVE CITY INTAKE
ELK RIVER AT FERNIE
ELK RIVER NEAR NATAL
349
1643
49.6
242
78.3
5.8
1314
239
466
119
92.3
3222
27.2
8.36
181
47.7
545
1602
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
WSC
Station
WSC
Station
WSC
Station
BC
LP3
BC
LP3
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
1034
08NK019
GRAVE CREEK AT THE MOUTH
83.9
1035
08NK020
MICHEL CREEK BELOW NATAL
620
1036
1037
1038
1039
1040
08NK021
FORDING RIVER BELOW CLODE CREEK
105
08NK022
08NL004
08NL007
08NL024
LINE CREEK AT THE MOUTH
ASHNOLA RIVER NEAR KEREMEOS
SIMILKAMEEN RIVER AT PRINCETON
TULAMEEN RIVER AT PRINCETON
138
1052
651
1525
47
EDA /
Map
Label
1041
1042
1043
1044
1045
Station
Number
GDA
Station Name
(km2)
Plotted
at
Prov
Fit
BC
LP3
08NL036
WHIPSAW CREEK BELOW LAMONT CREEK
186
WSC
Station
08NL050
08NL069
08NL070
08NL071
HEDLEY CREEK NEAR THE MOUTH
PASAYTEN RIVER ABOVE CALCITE CREEK
SIMILKAMEEN RIVER ABOVE GOODFELLOW CREEK
TULAMEEN RIVER BELOW VUICH CREEK
388
566
408
253
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
BC
LP3
1046
08NM035
BELLEVUE CREEK NEAR OKANAGAN MISSION
74.5
1047
1048
08NM133
BULL CREEK NEAR CRUMP
48.2
WSC
Station
WSC
Station
08NM134
CAMP CREEK AT MOUTH NEAR THIRSK
34.6
Centroid
BC
LP3
BC
LP3
1049
08NM137
DAVES CREEK NEAR RUTLAND
33.4
WSC
Station
1050
1051
08NM142
COLDSTREAM CREEK ABOVE MUNICIPAL INTAKE
60.5
Centroid
BC
08NM171
VASEUX CREEK ABOVE SOLCO CREEK
117
Centroid
BC
LP3
(MOM)
LP3
BC
LP3
1052
1053
1054
1055
1056
1057
1058
1059
1060
08NM172
PEARSON CREEK NEAR THE MOUTH
74.6
WSC
Station
08NM173
08NM174
08NN002
08NN015
08NN019
GREATA CREEK NEAR THE MOUTH
WHITEMAN CREEK ABOVE BOULEAU CREEK
GRANBY RIVER AT GRAND FORKS
WEST KETTLE RIVER NEAR MCCULLOCH
TRAPPING CREEK NEAR THE MOUTH
44.7
114
1835
233
145
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
BC
LP3
08NN022
WEST KETTLE RIVER BELOW CARMI CREEK
1170
WSC
Station
08NN023
08NP001
BURRELL CREEK ABOVE GLOUCESTER CREEK
FLATHEAD RIVER AT FLATHEAD
221
752
Centroid
BC
LP3
Centroid
BC
LP3
WSC
Station
WSC
Station
BC
LP3
BC
LP3
1061
08NP002
COULDREY CREEK IN LOT 9380
118
1062
1063
1064
1065
1066
1067
08NP003
HOWELL CREEK ABOVE CABIN CREEK
145
08NP004
08OA002
08OA003
08OB002
09AA006
CABIN CREEK NEAR THE MOUTH
YAKOUN RIVER NEAR PORT CLEMENTS
PREMIER CREEK NEAR QUEEN CHARLOTTE
PALLANT CREEK NEAR QUEEN CHARLOTTE
ATLIN RIVER NEAR ATLIN
92.8
474
0.78
59.4
5091
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
WSC
Station
WSC
Station
YT
LP3
BC
Generalized
Gamma
1068
09AA007
LUBBOCK RIVER NEAR ATLIN
1770
1069
1070
1071
09AA010
LINDEMAN CREEK NEAR BENNETT
250
09AA012
09AA013
WHEATON RIVER NEAR CARCROSS
TUTSHI RIVER AT OUTLET OF TUTSHI LAKE
864
989
Centroid
YT
LP3
Centroid
BC
LP3
WSC
Station
WSC
Station
WSC
Station
WSC
Station
BC
LP3
BC
LP3
YT
LP3
YT
LP3
1072
09AA014
FANTAIL RIVER AT OUTLET OF FANTAIL LAKE
711
1073
09AA015
WANN RIVER NEAR ATLIN
277
1074
09AB008
M'CLINTOCK RIVER NEAR WHITEHORSE
1700
1075
1076
09AB009
YUKON RIVER ABOVE FRANK CREEK
18193
09AC001
TAKHINI RIVER NEAR WHITEHORSE
2327
Centroid
YT
LP3
YT
LP3
YT
LP3
1077
1078
09AC004
TAKHINI RIVER AT OUTLET OF KUSAWA LAKE
4070
WSC
Station
09AC007
IBEX RIVER NEAR WHITEHORSE
648
Centroid
48
EDA /
Map
Label
Station
Number
GDA
(km2)
Station Name
Plotted
at
WSC
Station
WSC
Station
1079
09AD001
NISUTLIN RIVER ABOVE WOLF RIVER
8030
1080
1081
09AE001
TESLIN RIVER NEAR TESLIN
20360
09AE003
SWIFT RIVER NEAR SWIFT RIVER
3320
Centroid
WSC
Station
WSC
Station
WSC
Station
WSC
Station
Prov
Fit
YT
LP3
YT
LP3
BC
LP3
BC
LP3
YT
LP3
YT
LP3
YT
LP3
1082
09AE004
GLADYS RIVER AT OUTLET OF GLADYS LAKE
1910
1083
09AG001
BIG SALMON RIVER NEAR CARMACKS
6245
1084
09AG003
SOUTH BIG SALMON RIVER BELOW LIVINGSTONE CREEK
515
1085
1086
1087
1088
09AH001
YUKON RIVER AT CARMACKS
81840
09AH003
09AH004
09BA001
BIG CREEK NEAR THE MOUTH
NORDENSKIOLD RIVER BELOW ROWLINSON CREEK
ROSS RIVER AT ROSS RIVER
1796
6410
7306
Centroid
YT
LP3
Centroid
YT
LP3
Centroid
YT
LP3
997
WSC
Station
YT
LP3
25921
Centroid
YT
LP3
YT
LP3
1089
1090
1091
1092
1093
1094
1095
09BB001
SOUTH MACMILLAN RIVER AT KILOMETRE 407 CANOL ROAD
09BC001
PELLY RIVER AT PELLY CROSSING
09BC002
PELLY RIVER AT ROSS RIVER
11150
WSC
Station
09BC004
PELLY RIVER BELOW VANGORDA CREEK
10799
Centroid
YT
LP3
YT
LP3
09CA002
KLUANE RIVER AT OUTLET OF KLUANE LAKE
4950
WSC
Station
09CA004
09CB001
DUKE RIVER NEAR THE MOUTH
WHITE RIVER AT KILOMETRE 1881.6 ALASKA HIGHWAY
654
6233
Centroid
YT
LP3
Centroid
YT
LP3
YT
LP3
YT
LP3
YT
LP3
YT
LP3
1096
09DA001
HESS RIVER ABOVE EMERALD CREEK
4840
1097
09DC002
STEWART RIVER AT MAYO
1000
1098
09DC003
STEWART RIVER ABOVE FRASER FALLS
25760
1099
1100
1101
1102
1103
1104
09DD002
STEWART RIVER AT STEWART CROSSING
3400
WSC
Station
WSC
Station
WSC
Station
WSC
Station
09DD003
09DD004
09EA003
09EA004
09EB003
STEWART RIVER AT THE MOUTH
MCQUESTEN RIVER NEAR THE MOUTH
KLONDIKE RIVER ABOVE BONANZA CREEK
NORTH KLONDIKE RIVER NEAR THE MOUTH
INDIAN RIVER ABOVE THE MOUTH
11269
Centroid
YT
LP3
4754
6725
1089
2213
Centroid
YT
LP3
Centroid
YT
LP3
Centroid
YT
LP3
Centroid
YT
LP3
YT
LP3
YT
LP3
YT
LP3
1105
09FA001
WHITESTONE RIVER NEAR THE MOUTH
6730
1106
09FB001
PORCUPINE RIVER BELOW BELL RIVER
27550
1107
1108
09FB002
EAGLE RIVER AT DEMPSTER HIGHWAY BRIDGE
1720
WSC
Station
WSC
Station
WSC
Station
09FC001
OLD CROW RIVER NEAR THE MOUTH
13865
Centroid
YT
LP3
YT
LP3
1109
1110
1111
1112
1113
1114
1115
1116
09FD001
PORCUPINE RIVER AT OLD CROW
5500
WSC
Station
09FD002
10AA001
PORCUPINE RIVER NEAR INTERNATIONAL BOUNDARY
LIARD RIVER AT UPPER CROSSING
3563
Centroid
YT
LP3
14234
Centroid
YT
LP3
YT
LP3
10AA002
TOM CREEK AT KILOMETRE 34.9 ROBERT CAMPBELL HIGHWAY
435
WSC
Station
10AA004
10AA005
10AB001
RANCHERIA RIVER NEAR THE MOUTH
BIG CREEK AT KM 1084.8 ALASKA HIGHWAY
FRANCES RIVER NEAR WATSON LAKE
4088
1010
Centroid
BC
LP3
Centroid
BC
LP3
12778
Centroid
YT
LP3
13.7
WSC
Station
YT
LP3
10AB003
KING CREEK AT KILOMETRE 20.9 NAHANNI RANGE ROAD
49
EDA /
Map
Label
Station
Number
GDA
(km2)
Station Name
Plotted
at
1117
10AC003
DEASE RIVER AT OUTLET OF DEASE LAKE
1540
1118
1119
10AC004
BLUE RIVER NEAR THE MOUTH
1700
WSC
Station
WSC
Station
10AC005
COTTONWOOD RIVER ABOVE BASS CREEK
882
Centroid
Prov
Fit
BC
LP3
BC
LP3
BC
LP3
YT
LP3
YT
LP3
1120
10AD002
HYLAND RIVER AT KILOMETRE 108.5 NAHANNI RANGE ROAD
2150
1121
10BD001
BEAVER RIVER BELOW WHITEFISH RIVER
7280
WSC
Station
WSC
Station
1122
1123
10BE004
TOAD RIVER ABOVE NONDA CREEK
2542
Centroid
BC
10BE007
TROUT RIVER AT KILOMETRE 783.7 ALASKA HIGHWAY
1174
Centroid
BC
LP3
(WRC)
LP3
BC
LP3
1124
1125
1126
1127
1128
1129
1130
1131
1132
1133
10BE008
GEDDES CREEK AT THE MOUTH
77.6
WSC
Station
10BE009
TEETER CREEK NEAR THE MOUTH
210
Centroid
BC
LP3
BC
LP3
10BE011
GRAYLING RIVER NEAR THE MOUTH
1780
WSC
Station
10BE013
10CB001
10CD003
10CD004
10CD005
10EA003
10EB001
SMITH RIVER NEAR THE MOUTH
SIKANNI CHIEF RIVER NEAR FORT NELSON
RASPBERRY CREEK NEAR THE MOUTH
BOUGIE CREEK AT KILOMETRE 368 ALASKA HIGHWAY
ADSETT CREEK AT KILOMETRE 386.0 ALASKA HIGHWAY
FLAT RIVER NEAR THE MOUTH
SOUTH NAHANNI RIVER ABOVE VIRGINIA FALLS
3742
2185
277
335
109
8635
Centroid
YT
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
BC
LP3
Centroid
NWT
LP3
14529
Centroid
NWT
LP3
216
NWT
3PLN
NWT
LP3
NWT
LP3
1134
10EB002
MAC CREEK NEAR THE MOUTH
1135
10EC001
SOUTH NAHANNI RIVER ABOVE CLAUSEN CREEK
1136
10EC002
PRAIRIE CREEK AT CADILLAC MINE
495
1137
1138
10ED003
BIRCH RIVER AT HIGHWAY NO. 7
542
WSC
Station
WSC
Station
WSC
Station
WSC
Station
10FA002
TROUT RIVER AT HIGHWAY NO. 1
9268
Centroid
NWT
LP3
(MOM)
LP3
NWT
LP3
NWT
LP3
NWT
LP3
NWT
3PLN
NWT
LP3
1139
1140
31100
10FB005
JEAN-MARIE RIVER AT HIGHWAY NO. 1
1310
WSC
Station
10GA001
ROOT RIVER NEAR THE MOUTH
9840
Centroid
NWT
1141
10GB006
WILLOWLAKE RIVER ABOVE METAHDALI CREEK
1142
10GC002
HARRIS RIVER NEAR THE MOUTH
701
1143
1144
10GC003
MARTIN RIVER AT HIGHWAY NO. 1
2050
WSC
Station
WSC
Station
WSC
Station
10HB005
REDSTONE RIVER 63 KM ABOVE THE MOUTH
14031
Centroid
NWT
LP3
980
WSC
Station
NWT
LP3
29397
Centroid
NWT
LP3
NWT
LP3
1145
1146
1147
1148
1149
1150
1151
1152
1153
10HC003
BIG SMITH CREEK NEAR HIGHWAY NO. 1
10JA002
CAMSELL RIVER AT OUTLET OF CLUT LAKE
20200
10JA004
ACASTA RIVER ABOVE LITTLE CRAPEAU LAKE
2280
WSC
Station
10JB001
10LA002
JOHNNY HOE RIVER ABOVE LAC STE. THERESE
ARCTIC RED RIVER NEAR THE MOUTH
RENGLENG RIVER BELOW HIGHWAY NO. 8 (DEMPSTER
HIGHWAY)
CARIBOU CREEK ABOVE HIGHWAY NO. 8 (DEMPSTER HIGHWAY)
PEEL RIVER ABOVE CANYON CREEK
OGILVIE RIVER AT KILOMETRE 197.9 DEMPSTER HIGHWAY
15441
Centroid
NWT
LP3
17940
Centroid
NWT
LP3
1289
Centroid
NWT
3PLN
599
Centroid
NWT
LP3
20100
Centroid
YT
LP3
5410
WSC
Station
YT
LP3
10LC003
10LC007
10MA001
10MA002
50
EDA /
Map
Label
1154
1155
1156
1157
1158
1159
1160
1161
1162
1163
1164
1165
1166
1167
1168
1169
1170
1171
1172
1173
1174
1175
1176
1177
1178
1179
1180
1181
1182
1183
1184
GDA
Station
Number
10MC002
Station Name
PEEL RIVER ABOVE FORT MCPHERSON
10NC001
ANDERSON RIVER BELOW CARNWATH RIVER
10ND002
10PB001
TRAIL VALLEY CREEK NEAR INUVIK
COPPERMINE RIVER AT OUTLET OF POINT LAKE
(km2)
Plotted
at
Prov
Fit
45133
Centroid
YT
LP3
Centroid
NWT
LP3
Centroid
NWT
LP3
19171
Centroid
NWT
LP3
WSC
Station
NUN
LP3
5780
0
68.7
10PC004
COPPERMINE RIVER ABOVE COPPER CREEK
46200
10PC005
10QA001
10QC001
FAIRY LAKE RIVER NEAR OUTLET OF NAPAKTULIK LAKE
TREE RIVER NEAR THE MOUTH
BURNSIDE RIVER NEAR THE MOUTH
6767
5811
Centroid
NUN
LP3
Centroid
NUN
LP3
16827
Centroid
NUN
LP3
NUN
LP3
10QC002
GORDON RIVER NEAR THE MOUTH
1530
WSC
Station
10QC004
10QD001
10RA001
10RA002
10RC001
BURNSIDE RIVER AT OUTLET OF CONTWOYTO LAKE
ELLICE RIVER NEAR THE MOUTH
BACK RIVER BELOW BEECHY LAKE
BAILLIE RIVER NEAR THE MOUTH
BACK RIVER ABOVE HERMANN RIVER
7054
Centroid
NUN
LP3
16970
Centroid
NUN
LP3
19698
Centroid
NUN
LP3
14600
Centroid
NWT
LP3
94853
Centroid
NUN
LP3
WSC
Station
NUN
LP3
10SB001
HAYES RIVER ABOVE CHANTREY INLET
18100
10TF001
11AA026
11AA028
11AA029
FRESHWATER CREEK NEAR CAMBRIDGE BAY
SAGE CREEK AT Q RANCH NEAR WILDHORSE
BEAR CREEK NEAR INTERNATIONAL BOUNDARY
MINERS COULEE NEAR INTERNATIONAL BOUNDARY
1522
403
77.5
109
Centroid
NUN
LP3
Centroid
ALTA
LP3
Centroid
ALTA
LP3
Centroid
ALTA
11AB009
MIDDLE CREEK NEAR THE SASKATCHEWAN BOUNDARY
297
Centroid
ALTA
11AB027
11AB075
11AB082
11AB083
11AB103
11AB117
11AB118
11AC025
11AE007
11AE008
11AE009
BATTLE CREEK AT INTERNATIONAL BOUNDARY
LYONS CREEK AT INTERNATIONAL BOUNDARY
LODGE CREEK NEAR ALBERTA BOUNDARY
LODGE CREEK BELOW MCRAE CREEK AT INT'L BOUNDARY
SQUAW COULEE NEAR WILLOW CREEK
BATTLE CREEK AT ALBERTA BOUNDARY
BATTLE CREEK BELOW WILSON'S WEIR
DENNIEL CREEK NEAR VAL MARIE
MCEACHERN CREEK AT INTERNATIONAL BOUNDARY
POPLAR RIVER AT INTERNATIONAL BOUNDARY
ROCK CREEK BELOW HORSE CREEK NEAR INT'L BOUNDARY
1611
135
794
1828
87.2
87.2
667
476
441
924
840
Centroid
SASK
LP3
LP3
(MOM)
LP3
Centroid
SASK
LP3
Centroid
ALTA
LP3
Centroid
51
SASK
LP3
Centroid
SASK
LP3
Centroid
ALTA
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Centroid
SASK
LP3
Appendix B: Annual Unit Runoff Maps
52
Figure 8: Annual Unit Runoff (dam3/km2) for a 10% Probability of Exceedence, East
53
Figure 9: Annual Unit Runoff (dam3/km2) for a 10% Probability of Exceedence, West
Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)
54
Figure 10: Annual Unit Runoff (dam3/km2) for a 10% Probability of Exceedence, North
55
.
Figure 11: Annual Unit Runoff (dam3/km2) for a 25% Probability of Exceedence, East
56
Figure 12: Annual Unit Runoff (dam3/km2) for a 25% Probability of Exceedence, West
Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)
57
Figure 13: Annual Unit Runoff (dam3/km2) for a 25% Probability of Exceedence, North
58
Figure 14: Annual Unit Runoff (dam3/km2) for a 50% Probability of Exceedence, East
59
Figure 15: Annual Unit Runoff (dam3/km2) for a 50% Probability of Exceedence, West
Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)
60
Figure 16: Annual Unit Runoff (dam3/km2) for a 50% Probability of Exceedence, North
61
Figure 17: Annual Unit Runoff (dam3/km2) for a 70% Probability of Exceedence, East
62
Figure 18: Annual Unit Runoff (dam3/km2) for a 70% Probability of Exceedence, West
Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)
63
Figure 19: Annual Unit Runoff (dam3/km2) for a 70% Probability of Exceedence, North
64
Figure 20: Annual Unit Runoff (dam3/km2) for a 75% Probability of Exceedence, East
65
Figure 21: Annual Unit Runoff (dam3/km2) for a 75% Probability of Exceedence, West
Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)
66
Figure 22: Annual Unit Runoff (dam3/km2) for a 75% Probability of Exceedence, North
67
Figure 23: Annual Unit Runoff (dam3/km2) for a 80% Probability of Exceedence, East
68
Figure 24: Annual Unit Runoff (dam3/km2) for a 80% Probability of Exceedence, West
Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)
69
Figure 25: Annual Unit Runoff (dam3/km2) for a 80% Probability of Exceedence, North
70
Figure 26: Annual Unit Runoff (dam3/km2) for a 90% Probability of Exceedence, East
71
Figure 27: Annual Unit Runoff (dam3/km2) for a 90% Probability of Exceedence, West
Yellow shaded zones in British Columbia indicate areas of low confidence (see section 4.4)
72
Figure 28: Annual Unit Runoff (dam3/km2) for a 90% Probability of Exceedence, North
73
Appendix C: Annual Unit Runoff at Selected Probabilities of
Exceedence
for Stations Analyzed
Key:
Standard Station
EDA, not GDA
Area and Flow Adjusted for Nested
Stations.
Poor Regression
Naturalized Flow
74
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
01AD003
01AE001
01AF007
01AF009
01AG002
01AJ003
01AJ004
01AJ010
01AK001
01AK006
01AK007
01AL002
01AL003
01AL004
01AM001
01AN002
01AP002
01AP004
01AQ001
01AR011
01AR012
01BC001
01BD002
01BD008
01BE001
01BF001
01BG005
01BG008
01BG009
01BH005
01BH007
01BH010
01BJ001
01BJ003
01BJ004
01BJ010
01BJ012
01BL001
01BL002
01BL003
01BO001
01BO002
01BO003
01BP001
01BP002
01BQ001
1350.0
2260.0
339.0
182.0
199.0
1210.0
484.0
350.0
234.0
5.7
240.0
1450.0
6.5
3.9
557.0
1050.0
668.0
1100.0
239.0
357.0
357.0
3160.0
2760.0
558.0
2270.0
1140.0
1680.0
1340.0
1910.0
645.0
534.0
659.0
363.0
510.0
88.6
217.0
43.2
175.0
173.0
383.0
5050.0
611.0
484.0
1340.0
28.7
948.0
748
770
891
857
794
909
905
914
910
675
863
1007
1181
1057
910
834
820
936
1230
754
25
832
797
719
709
886
935
925
864
1022
1088
836
876
839
865
829
831
771
850
867
941
966
814
978
882
921
664
677
779
764
683
773
762
809
774
584
742
876
997
910
788
735
729
823
1084
667
22
750
717
649
639
794
863
828
759
882
944
734
763
733
783
719
755
680
746
765
834
853
711
873
763
806
579
588
676
676
578
642
628
686
650
495
617
745
819
758
666
634
627
705
937
569
18
661
638
572
564
699
780
734
665
749
815
643
653
629
700
608
669
589
642
661
719
736
601
754
641
688
521
522
605
610
503
555
539
594
568
433
533
657
702
653
582
564
551
621
837
493
16
598
580
516
507
634
720
669
607
659
734
584
573
557
641
535
606
521
566
590
638
656
525
671
557
603
504
509
587
588
484
531
517
569
547
418
508
633
671
622
558
545
528
598
812
471
16
579
565
500
489
617
708
651
592
636
713
569
554
539
625
516
588
503
546
569
614
633
504
648
533
580
487
487
566
571
464
507
492
540
526
400
488
608
639
591
533
524
506
575
782
448
15
560
551
482
471
598
685
632
576
611
691
554
532
518
608
493
567
484
524
548
590
610
481
622
509
556
443
442
519
523
413
446
432
466
474
358
425
546
559
514
474
472
446
514
711
389
14
513
511
439
428
552
643
586
539
549
640
516
474
469
565
441
516
437
471
496
529
550
424
559
446
494
75
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
01BR001
01BS001
01BU002
01BU003
01BV006
01CA003
01CA004
01CB002
01CB004
01CB005
01CC002
01CC003
01CC005
01CC010
01CD002
01CE004
01DD004
01DG003
01DG006
01DH003
01DH004
01DH005
01DL001
01DN004
01DO001
01DP004
01DR001
01EC001
01ED005
01ED007
01EE005
01EF001
01EG002
01EH003
01EJ001
01EJ004
01EN002
01EO001
01ER001
01FA001
01FB001
01FB003
01FH001
02AA001
02AB008
02AB014
177.0
166.0
391.0
129.0
130.0
48.4
17.3
114.3
46.1
12.9
19.3
4.9
70.3
11.7
129.0
33.1
8.8
96.5
266.3
10.1
202.0
287.0
66.8
298.0
249.0
94.3
181.2
496.9
426.0
295.0
15.3
1251.1
370.0
26.9
135.9
13.1
389.0
1341.5
45.1
194.0
366.0
360.3
120.0
1550.0
187.0
111.0
819
880
852
1163
1592
767
960
864
779
739
345
593
935
862
884
894
1012
1223
756
910
1238
1199
1098
1181
1032
1103
1098
1284
1179
1166
1323
1095
1165
1108
1232
1260
1550
1223
1353
1320
1765
1318
1417
384
429
814
746
783
747
1023
1408
698
850
777
705
667
289
516
861
808
806
825
896
1098
716
829
1124
1077
982
1050
912
991
982
1161
1093
1044
1180
983
1059
1011
1133
1122
1398
1103
1226
1196
1609
1199
1292
333
347
603
667
687
634
868
1215
616
711
689
625
593
267
435
781
782
719
746
770
973
700
741
1000
948
863
913
791
871
861
1028
1059
905
1023
863
941
903
1095
969
1242
984
1098
1072
1459
1077
1150
280
268
435
599
614
552
759
1077
550
595
629
566
541
253
372
724
757
654
683
678
879
686
675
911
854
777
819
703
784
778
928
1028
800
893
771
849
818
1066
847
1131
902
1007
985
1355
994
1050
242
216
341
582
594
529
728
1038
531
561
612
549
526
191
356
708
692
636
662
653
853
637
657
886
829
753
795
683
760
756
902
917
773
860
747
822
796
944
817
1100
880
982
964
1325
969
1025
232
202
320
563
573
504
694
1000
510
524
594
531
511
115
337
691
605
616
644
625
824
575
638
856
801
729
765
655
733
734
871
792
739
821
719
792
770
790
779
1067
857
953
938
1295
946
1000
220
188
296
512
520
442
609
900
455
430
549
486
471
56
291
647
528
564
589
555
751
521
586
787
732
665
698
594
666
673
793
679
658
724
651
716
703
652
681
985
798
887
881
1221
883
917
192
153
244
76
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
02AB017
02AB019
02AB021
02AC001
02AD010
02BA002
02BA003
02BA005
02BB002
02BB003
02BD003
02BF001
02BF002
02BF004
02BF005
02BF006
02BF007
02BF008
02BF009
02BF012
02CA002
02CB003
02CF007
02CF008
02CF011
02CF012
02DB007
02DD008
02DD012
02DD013
02DD014
02DD015
02EA005
02EA010
02EC002
02EC009
02EC010
02EC011
02EC018
02ED003
02ED007
02ED009
02ED010
02ED014
02ED015
02ED024
210.0
46.4
392.0
736.0
650.0
1190.0
1320.0
20.9
1980.0
4270.0
1930.0
1190.0
1160.0
51.5
11.5
8.6
5.4
4.1
2.1
1.2
108.0
1440.0
272.0
179.0
704.0
207.0
59.0
90.4
741.0
70.4
37.3
106.0
321.0
149.0
1520.0
181.0
51.3
282.0
332.0
1180.0
117.0
94.8
127.0
195.0
239.0
249.0
438
7241
464
401
454
513
477
349
551
496
596
735
616
635
904
896
928
752
925
699
728
518
449
430
517
691
898
735
615
548
665
612
704
718
581
293
257
404
337
338
716
374
369
443
83
466
368
2153
395
345
402
475
439
315
501
450
523
668
564
563
829
814
850
679
836
641
648
457
404
383
464
643
803
663
556
486
601
557
623
641
518
259
218
354
310
299
663
328
320
396
76
434
302
657
329
284
346
420
390
275
428
393
442
594
503
482
746
728
765
600
743
579
562
391
354
332
405
560
702
583
483
408
517
495
542
557
451
223
173
301
283
255
611
277
271
343
68
397
260
293
281
239
306
369
347
243
361
349
380
539
456
421
686
667
702
547
678
533
497
342
313
293
358
488
627
522
424
344
445
450
489
495
403
197
136
264
262
223
574
241
235
303
62
369
250
235
268
227
295
354
335
234
340
335
362
524
443
404
670
649
683
532
664
521
479
328
301
282
344
464
607
506
406
327
424
438
474
479
389
190
126
254
256
214
564
230
225
292
60
361
239
187
255
215
283
337
320
224
318
321
343
507
428
384
651
631
663
515
645
506
459
313
288
270
330
438
585
487
387
305
402
424
458
460
375
181
115
243
250
203
553
219
215
279
58
352
211
106
221
181
252
291
282
199
259
283
294
462
390
336
605
584
611
473
593
470
409
276
255
239
291
369
527
438
339
254
340
388
417
412
339
161
89
215
234
179
526
191
189
248
53
330
77
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
02ED102
02FA002
02FB007
02FC011
02FC016
02FD001
02FD002
02FE008
02FE009
02FE011
02FF004
02FF007
02FF008
02GA010
02GA017
02GA018
02GA037
02GA038
02GB007
02GB009
02GC002
02GC010
02GC018
02GC021
02GC029
02GC031
02GD004
02GD009
02GD010
02GD019
02GD020
02GD021
02GE005
02GE007
02GG002
02GG003
02GG004
02GG005
02GG006
02GG007
02GG009
02GH002
02GH003
02GH004
02HA006
02HA014
211.0
50.5
181.0
163.0
329.0
154.0
54.9
648.0
376.0
112.0
41.4
466.0
110.0
1030.0
324.0
552.0
25.1
326.0
360.0
91.9
329.0
342.0
287.0
68.4
135.0
95.4
306.0
140.0
150.0
36.0
108.0
149.0
146.0
202.0
730.0
1160.0
609.0
172.0
267.0
1240.0
533.0
125.0
159.0
29.6
293.0
60.9
380
992
674
545
526
540
734
576
660
563
664
547
523
457
525
630
514
534
397
495
477
506
516
602
450
475
542
590
577
656
456
515
437
474
437
447
409
465
431
422
452
390
442
459
454
438
341
820
608
489
471
467
670
505
569
485
510
474
437
408
475
480
478
460
347
428
398
444
436
548
375
404
461
508
490
561
386
440
371
399
378
380
250
406
357
361
371
329
379
405
389
394
297
677
529
422
413
387
597
423
468
396
372
391
354
349
398
362
438
383
294
355
319
374
352
488
296
328
376
421
395
464
312
360
305
317
312
308
144
345
284
296
295
264
311
355
319
342
264
596
462
368
374
328
541
360
394
329
290
328
297
303
330
295
410
325
253
301
265
325
293
443
241
276
312
359
325
394
259
302
260
258
263
255
93
300
235
248
242
219
261
324
269
300
254
576
444
353
362
312
525
343
372
310
271
311
282
290
312
279
402
310
242
287
251
310
277
431
227
261
295
343
307
378
244
286
248
242
249
241
83
288
222
235
229
207
248
316
255
289
244
554
423
336
350
294
506
323
351
289
249
294
266
276
289
263
396
293
230
271
236
292
260
417
211
245
277
325
286
358
230
269
235
224
236
226
72
274
208
221
214
194
233
308
240
276
218
507
367
293
319
249
459
273
295
239
199
247
227
239
231
225
375
251
199
232
198
254
218
382
173
208
231
280
236
308
191
226
203
182
199
187
50
241
174
185
178
162
197
287
203
241
78
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
02HB004
02HB012
02HB022
02HB023
02HC009
02HC013
02HC018
02HC019
02HC023
02HC025
02HC028
02HC029
02HC030
02HC031
02HC032
02HC033
02HC049
02HD002
02HD006
02HD007
02HD008
02HD009
02HD012
02HD013
02HE001
02HG001
02HJ001
02HK007
02HL004
02HM004
02HM005
02JB003
02JB004
02JB013
02JC008
02KA003
02KA004
02KA005
02KC014
02KD002
02KF011
02KF016
02KJ003
02KJ007
02LA007
02LB006
199.0
82.6
117.0
132.0
197.0
88.1
106.0
93.5
62.2
303.0
77.7
130.0
204.0
148.0
94.8
70.6
251.0
262.0
82.9
77.7
95.8
82.6
232.0
41.6
13.9
189.0
110.0
159.0
712.0
112.0
155.0
1680.0
984.0
2590.0
1780.0
7.3
0.9
3.6
443.0
837.0
269.0
357.0
2110.0
2110.0
559.0
433.0
371
441
449
492
275
578
362
512
305
322
449
470
467
330
259
458
402
466
598
452
494
421
478
399
443
371
411
467
472
518
621
595
618
579
475
296
287
336
409
581
413
529
467
138
442
517
308
377
388
418
232
489
320
458
273
289
382
416
396
264
219
399
355
424
554
407
428
390
444
349
395
326
361
430
423
458
558
544
553
514
426
251
254
278
363
517
370
476
421
115
388
441
243
311
326
344
188
395
271
400
238
254
317
360
328
201
179
341
308
382
504
354
365
356
411
293
347
279
308
389
369
397
492
490
488
456
383
210
218
228
321
446
328
420
377
93
336
370
199
264
280
293
158
328
233
358
212
228
274
319
285
158
152
302
275
354
467
315
324
332
386
252
315
247
269
358
330
355
443
453
442
421
355
185
194
196
289
389
298
381
345
79
302
323
187
252
268
280
150
310
222
347
204
221
263
308
274
147
145
292
267
347
456
304
312
324
379
243
306
238
259
350
319
344
430
443
430
409
348
178
187
188
280
374
290
370
337
75
293
312
174
237
256
265
142
291
210
335
196
213
251
296
262
136
137
280
257
339
444
291
301
317
372
231
297
228
247
340
306
331
415
432
417
402
340
171
180
179
271
357
281
359
328
71
283
300
144
203
223
229
120
243
180
303
177
193
221
266
233
108
117
254
234
319
413
259
272
298
352
202
275
204
219
316
277
301
378
405
384
376
322
155
161
159
248
313
259
331
306
61
259
270
79
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
02LB007
02LB008
02LB017
02LB020
02LB022
02LC027
02LC043
02LD001
02LD005
02LG005
02LH002
02LH004
02MB006
02MC001
02MC026
02NE011
02NF003
02OA025
02OA030
02OA057
02OB037
02OD003
02OE018
02OE027
02OE032
02OF020
02OG007
02OG026
02OG041
02OH008
02OJ024
02OJ026
02PA007
02PB002
02PB006
02PC009
02PD002
02PD004
02PD006
02PD012
02PD013
02PD014
02PD015
02PD018
02PE009
02PE014
246.0
440.0
69.2
189.0
152.0
109.0
39.9
1990.0
1330.0
6840.0
1780.0
1290.0
111.0
404.0
124.0
1570.0
1390.0
28.0
18.9
643.0
647.0
1540.0
220.0
642.0
738.0
280.0
153.0
342.0
583.0
387.0
309.0
325.0
4480.0
1800.0
642.0
355.0
1100.0
269.0
58.8
3.9
9.2
1.2
3.6
0.7
865.0
24.9
528
582
546
484
517
794
965
638
617
689
567
533
552
542
602
720
672
746
1074
558
672
851
827
807
954
661
680
617
734
783
638
582
837
1094
1129
918
1218
1149
1207
1145
1265
1139
1272
1012
814
952
455
498
468
421
441
712
850
573
552
629
498
477
478
475
531
656
608
675
979
482
583
753
750
710
860
575
613
544
650
682
553
489
750
978
1028
817
1109
1074
1097
1028
1145
1041
1165
920
710
827
377
423
389
360
367
634
742
508
477
570
431
421
404
403
460
585
543
607
889
404
498
669
677
623
772
493
546
468
563
576
472
403
670
856
928
724
991
993
991
924
1043
943
1048
829
618
711
324
375
332
318
316
583
672
460
420
528
387
383
353
354
410
533
499
561
831
350
445
605
632
570
714
439
498
415
503
499
421
348
616
767
860
668
918
933
922
860
968
869
958
768
562
643
309
364
318
307
303
569
652
447
403
518
374
373
340
342
397
519
487
546
810
336
431
588
618
556
699
429
485
401
485
478
408
332
603
739
841
651
895
914
905
845
949
852
933
751
547
622
294
352
302
295
289
554
632
433
385
504
362
362
325
327
382
503
474
532
794
320
416
571
605
542
683
411
470
383
468
455
392
317
589
711
821
637
874
896
884
827
928
836
905
733
532
606
256
323
263
265
253
519
584
396
340
475
330
336
289
292
346
464
442
500
751
281
380
527
573
509
645
379
433
345
424
401
356
279
554
644
773
600
818
848
837
789
875
784
832
688
496
558
80
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
02PG004
02PG022
02PJ002
02PJ007
02PJ030
02PK005
02PL005
02PL007
02PL009
02PL012
02QA002
02QA017
02QB011
02QC001
02QC009
02QC014
02RB004
02RC011
02RD002
02RD003
02RF001
02RF002
02RF006
02RF009
02RH027
02RH035
02RH045
02RH047
02RH048
02RH049
02SC001
02SC002
02UA003
02UC002
02UC003
02VA001
02VB004
02VC001
02WA001
02WA002
02WB003
02WC001
02WD001
02WD003
02XA003
02XA004
500.0
795.0
1170.0
709.0
691.0
356.0
919.0
2330.0
227.0
25.7
1610.0
492.0
721.0
1200.0
774.0
59.8
3600.0
1090.0
9320.0
9870.0
15300.0
11100.0
4330.0
585.0
495.0
1110.0
746.0
1100.0
572.0
736.0
793.0
2010.0
1570.0
19000.0
3390.0
684.0
7230.0
13000.0
2060.0
5590.0
15600.0
2950.0
179.0
604.0
4540.0
2060.0
788
843
783
839
867
837
918
880
868
1354
739
756
1065
950
1110
1221
828
622
779
742
725
764
732
602
933
919
1091
1045
551
774
755
1159
1076
826
767
1161
869
869
1180
1027
910
1315
1240
1300
861
864
696
747
693
717
755
711
811
768
789
1218
665
679
960
828
1009
1077
778
586
734
688
673
709
672
538
877
851
1042
982
503
696
673
1065
975
758
684
1025
798
800
1053
927
833
1197
978
1096
775
782
600
652
608
605
656
596
716
670
705
1089
589
596
856
717
908
925
725
546
682
631
617
651
612
468
822
790
988
904
455
614
594
965
873
684
608
902
729
718
927
826
750
1078
743
901
689
699
534
582
550
536
592
520
657
605
648
1004
534
535
784
648
840
814
686
514
643
589
578
609
568
414
784
751
948
845
416
557
540
900
796
637
560
826
682
659
845
758
686
990
598
773
628
641
516
565
536
519
576
500
643
588
634
981
520
518
764
629
822
784
675
505
631
576
567
597
557
400
774
741
936
829
406
542
526
881
777
626
546
807
669
642
820
741
673
966
559
738
612
621
496
545
520
499
560
480
628
571
617
957
504
500
745
611
801
751
661
494
618
563
556
585
543
383
762
730
924
810
393
526
511
861
758
611
534
787
656
625
796
721
654
939
523
704
595
607
446
494
480
456
520
430
591
532
577
903
464
455
693
567
752
667
631
467
585
531
526
552
510
340
735
704
890
763
364
484
473
811
701
579
501
738
622
578
738
673
608
875
433
616
548
563
81
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
02XA007
02XB001
02XB002
02XC001
02YA001
02YC001
02YD002
02YE001
02YG001
02YJ001
02YJ002
02YK002
02YK005
02YL001
02YL004
02YL008
02YM001
02YM003
02YN002
02YO003
02YO006
02YO008
02YO012
02YP001
02YQ001
02YQ004
02YQ005
02YR001
02YR002
02YR003
02YS001
02YS003
02YS005
02ZA001
02ZA002
02ZA003
02ZB001
02ZC002
02ZD002
02ZE004
02ZF001
02ZG001
02ZG002
02ZG003
02ZG004
02ZH001
12100.0
5750.0
1060.0
6630.0
306.0
624.0
200.0
95.7
627.0
640.0
120.0
470.0
391.0
1639
58.5
471.0
974.0
93.2
469.0
378.0
177.0
773.0
58.7
63.8
4369.2
2200.0
80.8
275.0
399.0
554.0
1290.0
36.7
2000.0
343.0
72.0
139.0
205.0
230.0
1340.0
99.5
1170.0
205.0
166.0
115.0
42.7
764.0
1000
1056
1000
855
1059
1473
1040
1850
1643
1516
1450
1417
1059
1194
1215
2068
752
1180
1574
987
983
1048
1247
1208
1025
1023
1142
938
947
958
1054
1076
945
1155
1417
2065
2507
2348
1582
1286
1291
1576
1705
1522
1691
1267
909
998
936
784
971
1343
945
1703
1555
1383
1300
1317
990
1096
1123
1919
694
1056
1475
907
915
986
1121
1110
951
945
1053
865
875
884
961
1000
880
1082
1326
1928
2312
2170
1463
1196
1205
1498
1602
1417
1578
1158
812
937
868
701
886
1220
855
1557
1456
1255
1158
1206
903
996
1017
1781
627
913
1365
817
825
904
980
992
859
855
949
775
779
791
868
902
800
1000
1218
1784
2098
1983
1336
1085
1094
1385
1476
1287
1461
1041
739
892
815
635
824
1136
795
1452
1381
1166
1067
1121
824
924
933
1690
575
799
1277
746
746
833
869
900
782
782
868
702
699
713
798
815
725
942
1135
1676
1941
1843
1246
988
1000
1288
1367
1191
1377
950
719
880
800
615
807
1114
780
1432
1360
1142
1050
1096
801
906
908
1667
560
767
1252
725
723
811
838
873
760
759
844
680
674
691
783
787
705
924
1110
1647
1893
1804
1216
960
974
1259
1331
1165
1351
925
697
864
783
594
791
1090
760
1400
1338
1117
1025
1070
775
883
882
1641
543
733
1224
704
695
788
804
843
733
736
818
658
649
666
760
760
685
907
1083
1612
1844
1761
1187
928
940
1224
1295
1130
1326
898
640
828
739
540
748
1032
720
1338
1281
1053
967
1000
706
830
810
1582
499
642
1151
643
627
723
716
766
669
673
750
596
579
599
711
681
620
860
1013
1525
1717
1652
1112
844
863
1132
1193
1052
1260
827
82
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
02ZH002
02ZJ001
02ZJ002
02ZJ003
02ZK001
02ZK002
02ZK003
02ZK004
02ZL003
02ZL004
02ZM006
02ZM008
02ZM009
02ZM018
02ZM020
02ZN001
03AB003
03AC001
03AC002
03AC004
03BA003
03BB002
03BD002
03BF001
03CA001
03CB003
03CB004
03CD001
03CD002
03CE001
03DA002
03DB004
03DC002
03DC003
03DD002
03DE001
03DE002
03EC001
03ED004
03EE003
03FA002
03FB001
03FB002
03FC001
03FC003
03FC005
43.3
67.4
73.6
106.0
301.0
89.6
37.2
104.0
10.8
28.9
3.6
52.7
53.6
10.7
17.8
53.3
18700.0
2010.0
8310.0
22200.0
7280.0
18100.0
9820.0
6090.0
11600.0
1870.0
21400.0
1970.0
3700.0
3390.0
12800.0
9320.0
37000.0
10200.0
13200.0
10900.0
1860.0
4660.0
7280.0
4370.0
12500.0
3830.0
1410.0
1390.0
11700.0
1220.0
1617
1255
1285
1160
1385
1719
1651
1894
1500
1170
1430
1524
1959
1860
1635
2045
711
607
687
671
979
845
661
619
827
797
841
726
727
732
883
650
768
678
747
649
1226
612
521
549
688
919
929
1309
369
984
1517
1123
1211
1057
1292
1585
1503
1769
1333
1076
1300
1423
1834
1710
1534
1932
663
547
627
599
901
790
609
567
772
701
780
680
670
676
797
618
705
633
690
606
1113
552
482
529
658
846
872
1216
353
910
1386
978
1114
953
1179
1429
1352
1615
1157
969
1165
1315
1705
1551
1421
1807
610
489
567
536
816
735
557
517
710
599
715
624
608
602
696
582
641
587
627
553
973
491
438
499
618
762
809
1101
332
811
1273
869
1031
868
1090
1317
1245
1510
1046
886
1072
1231
1610
1449
1343
1707
572
446
526
495
753
691
522
483
664
533
664
574
557
546
621
553
592
554
578
511
866
448
404
474
584
695
752
1007
314
724
1238
838
1005
844
1063
1283
1215
1471
1009
862
1047
1209
1584
1421
1320
1677
561
434
514
486
734
674
513
475
650
514
645
563
543
528
600
545
581
545
564
499
833
436
393
465
574
674
730
986
309
698
1199
804
977
818
1037
1250
1183
1442
972
837
1019
1184
1556
1393
1292
1645
551
422
502
477
714
663
503
465
635
495
631
548
527
510
577
535
568
535
548
485
796
425
382
455
562
653
716
950
303
668
1095
720
901
748
960
1150
1102
1346
889
768
948
1118
1481
1308
1230
1563
519
391
472
455
663
630
479
442
597
447
584
506
484
460
517
512
530
511
509
449
710
393
352
430
531
595
662
871
285
589
83
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
03FC007
03FC008
03GB001
03HA001
03HA009
03JB001
03KA001
03LA002
03LD004
03MB001
03MC001
03NF001
03NG001
03OA001
03OC006
03OD005
03OE003
03PB002
03QC001
04CA003
04CB001
04CD002
04CE002
04DC002
04FA002
04FA003
04GA002
04GB005
04GF001
04JA002
04JC002
04JC003
04JD005
04JF001
04KA001
04KA002
04MD004
04MF001
04NA001
04NB001
05AA004
05AA008
05AA022
05AA023
05AA024
05AA026
10400.0
10400.0
11200.0
26900.0
4120.0
41700.0
8830.0
20300.0
8990.0
2140.0
3680.0
7570.0
8930.0
19000.0
21400.0
69200.0
2330.0
4480.0
10900.0
619.0
10800.0
4270.0
4350.0
4710
1540
4900
5390
1170
1890
3780
2410
3290
2020
5360
4250
133
401
6680
3680.0
11200.0
157.5
402.7
820.7
1446.1
4382.0
142.6
54
347
319
483
510
511
436
966
671
537
715
853
856
789
827
798
936
781
899
414
431
337
361
380
473
488
386
323
384
495
411
429
476
407
405
501
541
567
622
646
349
531
814
387
275
466
50
332
290
442
466
475
404
818
636
514
655
783
782
721
757
684
863
721
812
331
354
293
310
321
382
408
325
294
321
450
368
389
420
356
362
443
484
506
560
582
267
454
709
321
230
384
46
313
256
401
422
434
368
690
588
481
601
704
697
647
668
575
790
652
726
260
281
251
262
257
294
329
265
259
256
402
322
347
360
306
311
376
421
437
500
523
190
375
593
257
184
306
42
294
229
368
391
398
341
611
546
451
565
641
632
595
589
504
734
600
668
215
236
223
229
211
236
273
224
232
210
365
289
316
315
269
266
324
379
386
457
484
142
320
506
214
151
253
41
289
221
359
381
388
333
591
534
441
557
622
613
579
565
486
717
585
652
205
224
215
220
199
221
259
213
223
197
357
280
307
303
259
254
309
367
373
443
474
130
305
483
202
143
239
40
284
213
349
371
379
324
571
518
429
546
602
592
563
542
465
700
569
636
192
212
207
210
186
205
245
200
215
184
347
270
299
290
248
240
293
354
356
432
463
117
291
456
191
133
224
37
266
191
324
347
350
301
522
478
398
524
550
539
522
477
416
657
527
594
165
182
186
186
154
167
206
173
192
151
320
244
275
255
222
206
252
324
317
399
437
89
251
390
161
110
189
84
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
05AA027
05AA028
05AB013
05AB029
05AC023
05AD005
05AD010
05AD016
05AD035
05AE002
05AE005
05AE006
05AE016
05AE027
05AH003
05AH005
05AH037
05AH041
05BA001
05BB001
05BB004
05BB005
05BC001
05BD005
05BF003
05BF016
05BF025
05BG006
05BH003
05BH009
05BJ001
05BJ004
05BJ010
05BK001
05BL007
05BL013
05BL014
05BL019
05BL021
05BL022
05BL023
05BL024
05BM007
05CA002
05CA003
05CA009
217.6
376.0
255.8
130.2
3297.0
319.2
226.8
30.5
226.1
312.3
186.6
3305.0
712.2
1157.0
613.0
1760.3
205.7
424.8
422.4
2209.6
110.2
150.6
750.6
452.1
358.9
9.1
896.8
332.5
588.8
570.7
1235.7
790.8
1189.3
260.5
236.0
507.2
594.3
773.6
132.4
165.5
231.9
3941.3
110.4
821.2
5.6
2245.7
519
910
72
71
11
1140
653
850
37
312
88
244
173
733
38
19
53
50
864
608
448
783
204
456
761
533
500
304
50
186
277
482
90
152
186
221
439
463
793
528
234
160
46
241
204
384
433
790
40
41
9
996
551
715
22
228
55
169
79
609
21
14
30
29
812
561
395
710
151
403
708
471
432
241
25
133
212
381
67
112
119
159
353
396
696
442
168
123
22
194
148
340
346
662
20
18
8
849
441
574
10
158
32
105
37
497
9
11
13
14
758
515
339
640
121
345
646
403
372
190
13
92
156
306
48
78
68
108
278
328
591
358
113
89
8
147
98
296
286
569
11
8
7
742
364
476
5
117
20
69
22
426
4
8
6
7
722
474
296
587
111
305
599
351
334
159
9
69
122
267
36
58
42
79
231
282
517
302
82
70
3
117
68
266
270
545
9
6
6
711
343
449
4
108
18
61
19
407
3
7
5
5
713
465
285
572
110
294
585
337
325
151
8
64
113
258
34
53
36
72
219
269
497
288
75
65
2
110
61
259
252
516
7
5
6
680
321
420
3
97
15
53
17
388
2
6
3
4
703
452
272
556
108
281
571
321
316
143
7
59
104
249
31
48
30
65
205
256
475
271
68
60
2
101
54
250
210
447
4
2
6
601
265
354
1
75
10
35
12
342
1
4
1
2
675
427
240
515
106
250
532
282
292
125
5
47
84
230
24
36
19
50
177
222
421
233
51
48
1
82
38
229
85
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
05CB001
05CB002
05CB004
05CC001
05CC007
05CC008
05CC009
05CE002
05CE005
05CE006
05CE007
05CG004
05CH008
05CK001
05CK005
05DA009
05DA010
05DB001
05DB002
05DB003
05DB005
05DC006
05DC011
05DD007
05DD008
05DD009
05DE007
05DF004
05DF006
05EA010
05EC002
05EC005
05EE003
05EE007
05EF004
05EF005
05EG004
05FA014
05FA022
05FB002
05FC001
05FC002
05FD005
05FE002
05FF003
05GA003
2439.2
451.3
634.1
1458.1
1857.3
353.1
238.8
1965.0
2198.5
641.6
955.8
169.2
780.7
383.7
308.8
1923.2
21.0
3220.4
844.1
1342.8
208.0
2252.8
347.3
2601.5
493.1
875.7
559.0
589.4
306.9
121.2
207.1
1163.2
340.4
2002.4
581.9
472.9
273.8
61.2
723.6
814.9
3615.3
193.5
728.9
146.8
333.9
227.3
72
216
145
83
122
183
129
32
22
28
32
21
33
8
8
1069
823
309
249
356
296
304
284
277
367
277
168
91
79
147
83
59
184
24
33
74
42
49
82
34
72
71
17
62
63
33
57
170
129
58
88
123
88
17
11
14
17
10
13
3
3
1007
751
253
195
302
234
252
226
284
290
204
117
61
48
101
36
34
73
19
25
35
31
29
45
20
43
40
7
43
30
15
43
118
112
38
61
79
58
8
5
6
8
4
4
1
1
918
675
205
152
255
180
206
173
312
229
150
80
39
27
63
13
16
25
11
18
14
22
16
21
11
21
17
2
30
11
5
34
81
100
27
46
56
43
4
2
3
5
2
2
0
0
844
623
176
127
226
148
176
140
369
193
120
61
27
17
40
6
8
10
6
15
6
16
10
11
6
11
7
1
24
5
2
31
72
97
25
42
50
40
4
2
3
4
1
1
0
0
818
609
169
121
218
139
169
131
392
184
113
56
24
14
35
4
7
8
5
14
5
15
9
9
5
9
6
1
22
3
2
28
62
94
23
38
45
36
3
2
2
3
1
1
0
0
792
590
161
114
211
131
161
122
423
175
106
52
22
12
30
3
5
6
3
13
4
13
7
7
5
7
4
1
21
3
1
22
41
85
18
30
33
28
2
1
1
2
0
0
0
0
725
552
143
99
192
111
142
101
557
154
90
42
16
8
20
1
3
2
2
11
2
10
5
4
3
4
2
0
18
1
1
86
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
05GB004
05GC002
05GC006
05GC007
05GF001
05GF002
05GG010
05HA003
05HA015
05HA069
05HA072
05HC003
05HC005
05HE001
05HF014
05HF022
05HG002
05HH002
05HH003
05JA002
05JA003
05JB004
05JB007
05JC004
05JC006
05JC007
05JD004
05JE002
05JE004
05JE005
05JE009
05JF004
05JF008
05JF011
05JF014
05JG013
05JG014
05JH001
05JJ003
05JJ009
05JJ010
05JK004
05JL005
05JM010
05JM012
05JM015
52.2
1116.2
2068.1
44.8
681.5
2057.0
356.2
255.8
300.3
217.1
526.8
34.6
106.3
211.1
10.0
20.0
193.0
70.4
132.8
3789.6
256.9
338.9
87.2
278.6
941.7
87.1
44.1
386.7
1627.1
519.8
137.9
220.0
15.3
270.9
105.2
232.7
113.5
660.8
429.7
83.3
292.2
154.9
220.5
377.7
156.1
213.2
68
32
28
44
61
55
122
60
23
38
27
41
41
49
52
111
74
67
70
34
42
34
65
59
43
49
93
102
77
90
107
119
60
76
41
43
41
36
52
43
55
35
97
86
99
98
31
16
15
24
40
36
64
45
12
15
12
23
20
27
30
55
38
39
35
18
20
21
42
38
23
32
52
61
29
46
57
61
41
37
30
23
24
20
29
21
26
19
45
43
53
60
12
7
7
11
25
22
26
31
5
4
5
11
8
12
16
24
15
19
12
8
7
10
22
19
9
16
22
18
9
21
24
21
23
14
18
11
13
9
10
9
9
9
16
17
24
35
6
4
4
6
18
16
11
23
2
1
2
6
3
6
10
12
7
10
4
4
3
5
12
9
4
8
10
4
2
11
10
7
12
6
10
6
7
5
4
4
4
5
7
7
12
23
5
3
3
5
16
14
8
21
2
1
2
5
2
5
9
9
5
8
3
3
2
4
9
7
3
7
8
2
0
9
8
5
10
5
9
5
6
4
3
3
3
4
5
5
10
21
4
3
2
4
15
13
6
19
1
0
1
4
2
4
7
7
4
6
2
2
1
4
8
5
2
5
6
0
0
8
6
3
8
3
7
4
5
3
2
2
2
4
4
4
8
18
2
1
1
2
12
10
2
14
1
0
1
2
1
2
5
4
2
3
1
1
0
2
4
2
1
2
3
0
0
4
2
1
4
1
4
2
3
1
1
1
1
2
1
1
4
13
87
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
05KA009
05KB003
05KB005
05KB006
05KB011
05KE002
05KE005
05KE007
05KF001
05KJ014
05LA004
05LB002
05LB004
05LB005
05LB007
05LB010
05LD001
05LD003
05LE004
05LE005
05LE006
05LE010
05LE011
05LF001
05LF002
05LG001
05LG004
05LG006
05LJ005
05LJ007
05LJ011
05LJ012
05LJ016
05LJ019
05LJ021
05LJ027
05LJ801
05LL009
05LL013
05LL014
05LL015
05LL017
05LL028
05MA011
05MA012
05MA016
392.8
2713.2
292.3
121.1
439.2
4636.8
1770.2
120.0
1863.8
74.3
555.5
1824.7
82.3
2295.2
513.0
339.7
3104.0
350.1
2083.4
839.7
3593.9
137.5
166.2
300.1
170.0
209.6
228.0
435.2
345.3
954.5
826.7
675.7
262.8
135.1
1078.3
70.0
23.5
151.6
201.5
95.7
1065.6
61.7
291.6
252.7
317.0
206.3
119
95
93
93
94
99
67
102
200
293
82
115
96
93
158
116
182
172
135
145
112
252
106
292
286
216
256
119
227
129
152
154
126
116
107
198
289
128
98
99
90
188
43
88
76
92
61
52
58
65
65
65
38
49
155
237
52
74
63
51
132
82
134
132
105
113
88
215
69
255
240
189
216
84
174
90
116
111
89
78
70
146
222
90
73
88
53
143
28
50
48
50
25
24
29
42
35
42
16
18
120
187
30
43
33
23
106
54
88
94
71
77
61
167
40
208
185
146
160
54
125
58
71
71
51
49
42
101
159
57
52
75
27
94
16
22
24
22
11
12
15
27
18
31
7
7
100
158
19
27
17
11
89
39
59
70
47
53
41
128
25
171
143
107
115
37
93
39
40
48
30
34
27
75
118
37
40
66
15
61
11
10
12
10
9
10
12
23
14
28
5
5
96
149
17
23
13
9
84
36
52
64
41
46
37
117
22
160
132
97
103
33
85
36
33
42
25
30
24
69
108
32
37
63
13
53
9
8
10
8
7
8
10
19
11
26
4
4
91
141
14
20
10
7
79
32
45
58
35
40
32
105
18
149
119
85
90
29
77
32
26
37
20
27
20
62
97
28
33
60
10
45
8
6
8
6
3
4
5
9
5
20
1
2
79
122
10
13
5
3
67
24
30
44
22
26
20
78
12
120
91
57
60
20
58
22
13
25
11
19
14
47
73
18
26
53
6
28
5
2
4
2
88
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
05MA020
05MA023
05MA025
05MB001
05MB005
05MB007
05MB008
05MC001
05MC002
05MC003
05MC004
05MD004
05MD005
05MD010
05ME003
05ME005
05MF001
05MG001
05MG003
05MG004
05MG006
05MH006
05MH007
05MH008
05MH011
05MJ004
05NA005
05NB001
05NB014
05NB021
05NB031
05NF002
05NF006
05NF007
05NF008
05NF013
05NG003
05NG010
05NG024
05NG027
05OA005
05OA008
05OA014
05OB006
05OB010
05OB016
89.8
382.3
150.9
231.2
84.8
97.0
439.5
1166.2
156.1
152.8
149.0
3841.8
937.6
89.7
555.6
53.4
1585.8
185.9
152.8
277.3
18.4
262.1
135.0
198.4
497.9
556.1
143.0
1367.3
199.8
328.0
372.6
1364.6
393.4
558.7
177.9
392.7
1399.8
439.6
1185.6
197.4
61.2
270.7
131.9
79.4
270.9
262.9
133
90
65
253
119
145
120
129
105
115
113
83
174
135
178
113
143
97
87
109
180
82
93
163
75
138
95
52
64
79
100
56
46
67
53
51
97
96
84
131
193
173
223
180
113
211
78
43
38
128
50
95
60
75
62
71
68
58
135
89
119
78
103
54
43
54
94
48
66
105
46
81
48
16
35
45
45
29
20
23
20
20
61
61
48
77
100
105
129
102
68
91
37
16
17
55
17
48
26
39
30
41
34
35
99
52
73
43
67
28
17
21
40
22
36
61
22
42
19
4
11
20
16
11
7
6
6
6
24
31
24
37
40
51
60
46
34
33
19
7
8
26
7
23
13
22
15
26
18
22
75
33
49
23
45
16
8
9
19
10
19
39
11
25
8
2
3
10
6
4
3
2
2
2
1
16
14
19
17
26
30
21
17
14
15
5
6
21
5
18
10
19
12
23
15
20
69
28
43
19
40
14
6
7
15
7
15
34
9
21
6
1
2
7
5
3
2
1
2
2
1
13
12
15
13
21
24
17
14
11
12
4
5
16
4
14
8
16
10
20
12
16
63
24
38
15
35
12
5
5
11
5
12
29
7
18
5
1
1
6
4
2
1
1
1
1
0
10
10
12
9
16
19
13
11
8
6
2
2
8
1
6
4
10
5
14
6
11
49
15
26
7
24
8
2
2
5
2
6
19
3
11
2
1
0
3
1
1
1
0
0
0
0
5
6
6
4
8
9
6
6
4
89
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
05OB021
05OC016
05OC019
05OC022
05OD028
05OD030
05OE001
05OE006
05OE007
05OE010
05OF009
05OF011
05OF014
05OF017
05OF018
05OF020
05OG001
05OH007
05OH008
05OJ002
05OJ008
05OJ016
05PA012
05PB014
05PB018
05PC010
05PC011
05PC016
05PD015
05PD017
05PD023
05PH003
05QA004
05QC003
05QE008
05QE009
05QE012
05RA001
05RA002
05SA002
05SC002
05SD003
05TG002
05UF004
05UG001
05UH001
170.1
922.9
780.3
194.9
224.8
4106.1
1417.5
480.8
348.3
403.3
202.2
540.2
617.0
74.2
127.0
1800.2
1610.5
579.5
705.1
665.7
526.2
240.1
4510
4870
332
168
461
274
7.25
1.68
3.9
3747.8
4450
2370
1690
1530
548
1831.3
714.7
1576.6
1033.4
1075.6
885.7
1088.5
3273.2
1563.3
181
108
123
180
137
195
151
107
207
362
130
89
104
441
91
94
104
167
140
147
121
144
377
370
370
336
315
293
370
413
333
209
375
307
312
331
292
248
224
173
103
112
263
585
295
336
99
61
68
91
78
130
97
64
119
168
89
59
60
200
55
51
61
112
93
99
69
99
319
302
334
260
239
240
284
341
269
159
310
265
248
265
239
223
204
118
68
76
213
455
244
271
46
29
31
39
39
78
57
35
59
68
55
36
30
83
29
25
32
68
48
57
36
61
264
236
285
187
167
188
203
261
203
107
252
219
191
205
190
180
168
71
41
46
166
348
195
214
23
15
15
19
21
50
36
21
32
32
36
23
16
42
17
13
19
45
23
34
21
39
226
192
242
140
121
154
152
202
157
72
213
185
154
165
159
140
130
45
26
30
134
288
163
179
19
13
12
15
18
44
32
19
26
26
32
20
13
34
14
12
16
39
18
29
18
34
215
180
230
129
110
145
139
186
145
64
203
175
146
155
151
128
119
39
23
26
125
273
154
170
15
10
9
12
15
38
27
16
21
21
28
17
11
28
12
9
13
34
14
24
15
29
204
168
216
116
98
135
126
170
132
55
192
165
136
144
142
115
106
33
20
22
116
257
145
161
8
5
5
6
8
25
18
10
12
11
18
11
6
16
7
5
8
23
6
14
10
18
178
138
181
88
71
113
95
130
102
36
167
139
113
118
121
83
75
20
13
15
94
222
123
139
90
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
05UH002
06AB001
06AC001
06AE001
06BA002
06BB004
06BB005
06BD001
06CE001
06DA005
06FB002
06FD002
06HB002
06HD001
06JB001
06JC002
06KC003
06LA001
06LC001
06LC002
06MA002
06MB001
07AA001
07AA002
07AA007
07AB002
07AC001
07AF002
07AF003
07AF010
07AG003
07AH001
07AH002
07AH003
07BB002
07BB004
07BB005
07BB006
07BC007
07BF001
07BF002
07BJ001
07BJ003
07BK005
07BK007
07CA006
2190.9
4728.0
344.3
139.5
2328.0
930.9
4573.7
3669.6
4548.7
3023.0
4274.5
1892.3
27000.0
6900.0
5829.2
59921.7
67300.0
21420.0
35574.0
12100.0
432.0
30100.0
628.5
3872.7
29.3
1586.6
959.8
2551.3
25.9
178.0
807.3
1661.7
423.1
1145.1
4334.1
616.5
295.1
2200.0
297.8
1466.6
1151.8
1900.4
155.1
2566.6
2100.4
1120.4
353
116
72
75
185
145
121
214
200
238
313
360
308
281
211
234
218
254
483
234
264
259
656
826
1556
560
301
370
440
206
274
242
123
198
251
156
160
79
87
260
215
316
435
181
182
161
280
85
44
42
142
114
99
183
168
205
257
299
273
252
197
192
199
228
436
209
218
227
581
769
1426
489
240
293
333
155
196
192
91
159
185
112
108
53
46
193
152
257
361
129
135
110
214
58
22
21
103
83
70
153
133
179
206
240
233
225
173
154
177
199
391
186
176
194
515
713
1286
428
186
230
250
115
139
146
66
125
135
69
67
30
20
136
102
198
288
86
89
69
173
42
12
12
79
62
48
132
107
163
171
201
203
206
151
129
162
177
360
171
150
171
476
677
1187
391
153
194
205
94
109
117
52
105
108
43
45
18
9
104
74
158
239
62
60
46
163
38
10
10
73
56
43
127
100
159
163
191
194
200
144
123
158
171
351
168
143
164
465
666
1160
382
145
185
193
89
102
109
48
100
102
37
40
15
7
95
68
147
226
56
53
41
152
34
8
8
67
50
37
121
93
155
153
181
185
194
137
116
153
164
343
164
137
157
455
656
1129
372
136
176
182
83
95
101
45
93
96
31
35
12
5
87
61
136
213
51
46
36
126
25
4
5
52
38
24
106
76
147
131
154
161
181
116
99
141
147
320
154
120
140
430
627
1051
350
117
154
156
71
79
83
37
81
82
18
24
7
2
69
47
110
179
37
31
25
91
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
07CD004
07DA006
07DA008
07DA018
07DD002
07EA002
07EA004
07EA007
07EB002
07EC002
07EC003
07EC004
07ED001
07EE007
07EE009
07FA003
07FA005
07FA006
07FB002
07FB003
07FB004
07FB005
07FB006
07FB008
07FB009
07FC002
07FC003
07FD001
07FD004
07FD006
07FD007
07FD008
07FD009
07FD011
07FD012
07FD013
07GA001
07GA002
07GB001
07GD001
07GE003
07GG001
07GG002
07GG003
07HA003
07HA005
962.0
1320.3
1457.0
164.8
2730.9
2410.0
4145.0
1688.6
2192.9
5496.9
3058.8
1947.7
4350.0
4929.9
310.3
3763.0
2137.0
7204.8
5578.0
2510.0
82.2
39.8
2410.0
1520.0
479.0
206.2
1750.0
3634.8
295.4
539.8
2861.6
1181.4
2878.6
368.6
228.3
755.2
3874.1
702.9
842.2
1480.4
139.7
1037.1
3009.1
1954.1
1870.0
2015.7
177
181
139
185
187
747
526
675
666
619
546
683
510
1132
648
396
460
298
622
821
344
251
888
307
376
162
162
160
117
115
140
89
103
93
196
80
769
386
285
111
172
207
232
221
109
120
140
151
114
145
170
705
492
628
625
548
510
632
467
1045
541
343
411
245
574
761
285
195
826
276
319
124
126
121
87
83
108
66
82
62
95
51
705
323
236
75
122
165
189
169
66
84
105
118
86
103
153
656
456
580
579
486
471
580
416
941
425
290
359
193
515
689
219
142
747
238
261
90
91
86
61
54
73
44
63
38
38
26
643
262
180
44
73
126
151
121
37
55
82
94
65
75
142
618
427
542
543
446
441
544
379
858
335
252
322
161
466
633
172
108
680
205
221
69
69
64
46
36
50
30
49
26
18
14
601
221
139
27
44
102
126
91
22
38
76
88
59
68
139
606
420
531
529
437
432
539
370
834
309
243
313
151
452
618
159
99
660
195
211
64
63
59
42
32
44
26
45
24
14
12
589
211
128
23
38
96
120
83
19
34
70
81
53
60
135
593
410
519
520
426
425
524
359
807
281
232
301
143
436
598
146
90
639
185
199
58
57
54
38
28
38
23
42
21
11
9
578
199
116
19
31
90
114
76
16
31
56
64
39
43
127
560
388
489
488
400
399
500
329
738
207
206
274
121
394
550
113
70
577
157
171
46
43
41
30
18
25
15
32
15
5
5
547
171
88
12
18
75
98
58
10
22
92
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
07HC001
07HF002
07JD003
07JF003
07LB002
07LE004
07MA003
07MA004
07OA001
07OB001
07PA001
07QC003
07QD004
07RD001
07SA002
07SA004
07SB010
07SB013
07SC002
07TA001
07TB001
07UC001
08AA008
08AA009
08AB001
08AB002
08AC001
08AC002
08BB005
08CA001
08CC001
08CD001
08CG003
08CG005
08CG006
08DA005
08DB010
08DB011
08DC006
08DD001
08EB004
08ED001
08ED002
08EE008
08EE012
08EE013
4663.8
665.6
582.2
2435.6
4088.8
2998.6
1694.7
4029.7
819.6
51292.3
18500.0
8814.3
9728.9
26565.6
11769.2
1532.5
3682.2
118.5
1830.0
13900.0
4850.0
15621.4
1235.7
189.7
14801.5
10502.4
374.7
1376.7
16685.8
3400.0
3540.0
3554.9
1250.0
844.0
312.0
217.6
39.8
251.0
289.0
1480.0
1875.7
731.9
1164.7
125.1
14.1
564.5
146
156
159
194
193
219
237
192
110
113
123
206
244
187
214
238
95
118
166
103
141
175
207
151
538
2193
475
711
821
609
782
411
529
2097
3494
2555
2538
3355
3208
2615
906
1462
1451
548
721
329
111
118
113
162
177
197
205
172
80
89
101
177
201
169
178
194
68
79
142
86
119
134
159
118
505
2061
411
652
749
585
729
374
483
1967
3237
2417
2204
3092
2986
2405
832
1343
1363
496
653
282
81
85
75
124
161
173
176
151
50
65
77
149
162
149
144
153
43
47
111
70
98
90
121
89
494
2014
347
627
677
556
672
329
434
1836
2907
2247
1847
2845
2744
2203
757
1223
1257
441
583
237
63
65
53
95
150
156
157
135
32
49
61
129
136
133
122
127
29
31
88
60
83
60
100
72
464
1993
304
611
623
532
633
295
395
1742
2625
2105
1585
2681
2561
2061
698
1141
1180
401
534
207
59
60
48
87
147
151
152
130
28
45
57
124
128
128
116
120
25
27
79
57
79
49
95
67
453
1788
294
553
611
524
621
284
384
1718
2542
2059
1515
2637
2509
2027
682
1120
1151
389
521
200
54
55
43
78
144
146
146
125
24
41
52
118
121
123
110
112
22
23
75
55
75
45
89
63
420
1569
280
491
593
515
610
275
372
1694
2452
2013
1437
2594
2450
1986
666
1097
1131
377
506
193
43
43
31
59
136
132
134
112
15
31
42
105
104
111
95
95
14
15
58
48
65
28
77
53
395
1362
251
442
551
491
576
247
341
1623
2205
1884
1241
2482
2301
1892
618
1040
1055
345
468
173
93
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
08EE020
08EE025
08EF005
08EG011
08EG012
08FA002
08FB004
08FB005
08FB006
08FB007
08FB009
08FC003
08FE003
08FF001
08FF002
08FF003
08GA054
08GA060
08GA061
08GA071
08GA072
08GD004
08GD007
08GD008
08HA001
08HA003
08HA010
08HA016
08HA026
08HB002
08HB014
08HB024
08HB025
08HB032
08HB034
08HB048
08HB074
08HB075
08HC002
08HD011
08HE006
08HF004
08JA014
08JA016
08JB002
08JC005
367.1
21.2
2847.0
370.0
369.9
3902.3
158.5
275.0
2551.0
1169.7
112.0
3724.1
555.8
1461.2
353.1
179.6
323.0
66.4
3.4
1202.4
297.1
5676.3
1550.0
486.3
354.7
226.3
578.4
20.1
3.3
319.0
162.3
106.8
87.9
97.0
675.7
10.3
213.1
44.2
186.8
301.9
178.0
364.6
150.4
57.5
4019.6
3370.0
1392
226
1370
2311
4217
3024
2107
2284
459
1862
2000
204
3113
2312
2345
3636
2947
2515
2735
3044
2410
2209
1103
144
2219
1851
3354
990
1740
1850
4782
2894
3119
1093
2324
3155
3322
1794
3689
1872
6181
2770
300
624
230
147
1310
214
1272
2146
3947
2793
1912
2080
382
1175
1884
164
2861
2128
2149
3352
2731
2334
2496
2894
2245
2048
1039
125
2007
1582
3008
865
1489
1621
4357
2641
2675
977
2116
2883
3027
1638
3368
1676
5024
2260
243
551
187
121
1223
193
1163
1984
3650
2563
1716
1887
320
1662
1759
132
2609
1947
1945
3046
2480
2108
2212
2736
2070
1897
968
108
1703
1317
2645
726
1236
1373
3864
2332
2254
820
1850
2553
2694
1441
3031
1468
4181
1898
190
490
150
100
1158
172
1082
1870
3460
2417
1590
1760
284
1579
1670
114
2429
1820
1798
2818
2279
1943
1987
2620
1942
1794
916
97
1429
1136
2386
622
1057
1191
3476
2079
1969
685
1658
2301
2445
1276
2784
1315
3776
1720
157
452
127
87
1142
165
1061
1841
3406
2378
1552
1727
275
1554
1643
110
2393
1783
1758
2751
2220
1883
1920
2586
1905
1767
903
94
1348
1087
2317
597
1012
1138
3365
2004
1889
645
1598
2233
2370
1226
2715
1272
3686
1681
148
443
121
83
1120
158
1033
1811
3352
2337
1514
1691
266
1522
1616
106
2339
1748
1713
2684
2155
1822
1850
2545
1865
1737
890
91
1257
1034
2230
567
961
1085
3242
1929
1810
601
1524
2146
2295
1174
2645
1226
3596
1643
140
433
115
80
1071
137
969
1730
3217
2232
1426
1607
245
1457
1554
95
2213
1653
1600
2500
1985
1687
1660
2453
1767
1667
852
84
1023
910
2023
488
834
944
2921
1714
1605
490
1363
1942
2093
1032
2452
1110
3422
1563
118
412
101
72
94
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
08JD006
08JE004
08KA001
08KA007
08KA008
08KA009
08KB003
08KB006
08KC001
08KC003
08KD001
08KD006
08KD007
08KE009
08KE016
08KE024
08KF001
08KG003
08KH003
08KH010
08KH014
08KH019
08LA004
08LA007
08LA008
08LB012
08LB020
08LB024
08LB047
08LB050
08LB069
08LB076
08LC040
08LD001
08LE024
08LE027
08LE075
08LF081
08LF084
08LG008
08LG016
08LG048
08LG055
08LG056
08LG064
08MA002
402.9
430.8
408.8
1249.7
460.0
253.4
4675.5
102.6
3929.7
303.0
456.0
2864.9
2876.6
1910.0
1554.6
127.1
3240.0
992.0
3260.0
789.8
251.0
547.7
1380.0
2950.0
4710.0
62.9
520.3
143.0
4487.2
300.0
458.1
166.0
70.9
3205.2
932.3
805.0
139.1
32.9
32.2
774.7
87.6
316.4
15.5
74.2
85.0
2133.9
804
224
1292
892
1163
1298
1674
1745
280
292
754
506
715
503
145
850
76
107
1058
948
1657
268
1181
1651
295
143
279
237
1210
453
676
976
330
830
1534
1689
226
37
134
594
390
948
134
85
270
750
735
202
1208
848
1067
1200
1569
1628
247
255
689
457
662
446
124
766
62
90
985
861
1578
230
1072
1539
257
110
230
200
1130
383
596
868
282
761
1394
1540
197
27
108
506
336
822
112
68
228
684
658
177
1123
796
967
1081
1435
1482
212
216
621
401
604
391
98
675
48
74
908
769
1494
190
964
1427
219
78
188
163
1052
317
515
759
229
693
1266
1391
165
19
84
418
277
692
87
53
182
619
601
158
1059
757
898
987
1320
1355
186
187
575
360
559
355
78
607
38
65
850
700
1434
163
891
1353
192
57
160
137
996
269
461
687
189
640
1169
1304
142
15
70
358
234
604
70
44
149
572
583
152
1042
749
878
959
1286
1316
179
180
561
349
544
345
73
589
35
62
834
681
1418
155
877
1332
185
52
158
130
981
256
445
663
178
627
1148
1279
136
14
66
341
223
578
65
41
140
562
566
146
1023
733
857
931
1248
1277
171
172
546
336
532
335
67
569
32
59
816
661
1398
147
855
1312
177
46
151
123
965
242
429
639
167
612
1126
1242
129
13
62
324
210
553
60
39
131
548
519
131
971
695
807
852
1149
1170
151
151
513
303
492
309
52
517
26
53
770
608
1355
127
804
1258
158
34
134
105
923
209
390
585
138
574
1062
1183
111
10
53
281
178
490
48
32
107
515
95
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
08MA006
08MB006
08MB007
08ME025
08MF003
08MF062
08MF065
08MG001
08MG005
08MH001
08MH006
08MH016
08MH018
08MH029
08MH056
08MH076
08MH155
08NA006
08NA045
08NB005
08NB012
08NB014
08NB015
08NB016
08NB019
08NC004
08ND009
08ND012
08ND013
08ND014
08ND018
08ND019
08NE001
08NE006
08NE008
08NE039
08NE074
08NE077
08NE087
08NE110
08NE114
08NE117
08NF001
08NF005
08NF006
08NG012
98.7
815.1
195.8
580.7
739.0
90.1
712.2
383.1
2098.1
736.5
35.2
335.1
18.9
144.2
160.4
45.5
70.0
1846.0
857.0
6355.3
277.0
426.0
230.0
80.5
1150.6
304.9
642.0
934.1
1149.5
271.0
139.0
111.2
1010.0
218.0
96.7
347.3
1230.0
203.6
81.6
280.7
56.7
112.0
416.3
67.8
653.0
2360.0
339
178
572
293
1705
1510
1910
3968
2150
1965
3128
2235
1095
978
2451
2352
1059
818
478
602
982
1533
1209
793
1286
1650
1713
1499
1653
2424
1914
2096
1960
1588
1148
694
1033
776
458
570
1125
1848
495
956
867
881
276
141
485
255
1516
1332
1755
3602
2002
1760
2843
2002
1016
846
2201
2112
981
764
429
559
937
1455
1135
728
1234
1597
1604
1402
1557
2199
1791
1943
1851
1399
1017
602
927
693
403
506
1010
1696
432
867
795
792
223
113
417
224
1341
1155
1573
3211
1854
1567
2531
1764
915
707
1964
1862
893
710
378
508
880
1371
1061
663
1173
1528
1474
1306
1453
1989
1626
1772
1733
1224
888
504
813
609
342
438
887
1545
368
771
720
695
193
99
379
205
1225
1035
1446
2924
1754
1431
2266
1600
820
614
1808
1684
823
672
341
467
836
1310
1004
619
1121
1469
1383
1231
1375
1852
1489
1646
1653
1114
798
435
725
550
295
392
795
1429
320
699
666
623
184
94
371
201
1194
1004
1418
2845
1725
1392
2218
1555
794
589
1765
1635
803
661
330
455
824
1293
987
606
1104
1453
1357
1210
1348
1819
1446
1610
1624
1083
774
415
701
535
283
378
771
1402
305
678
651
602
176
92
362
196
1161
969
1373
2767
1697
1358
2141
1504
762
560
1721
1582
780
650
319
442
810
1275
970
594
1086
1433
1330
1188
1331
1779
1396
1574
1594
1056
748
395
674
521
268
363
742
1366
293
656
634
576
158
85
343
186
1083
887
1271
2537
1621
1271
1945
1385
677
491
1615
1451
723
618
291
408
771
1225
926
561
1043
1381
1260
1135
1270
1690
1273
1466
1525
977
684
340
605
474
234
327
670
1286
257
599
593
517
96
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
08NG046
08NG076
08NG077
08NG078
08NH005
08NH007
08NH016
08NH032
08NH084
08NH115
08NH119
08NH120
08NH130
08NH131
08NH132
08NJ013
08NJ061
08NJ130
08NJ160
08NJ168
08NK002
08NK016
08NK019
08NK020
08NK021
08NK022
08NL004
08NL007
08NL024
08NL036
08NL050
08NL069
08NL070
08NL071
08NM035
08NM133
08NM134
08NM137
08NM142
08NM171
08NM172
08NM173
08NM174
08NN002
08NN015
08NN019
1470.0
135.4
208.0
304.0
349.3
1642.5
49.6
242.3
78.3
5.8
1314.3
239.3
465.7
119.3
92.3
3221.6
27.2
8.4
180.9
47.7
544.9
1601.6
83.9
620.0
105.0
137.9
1052.1
650.9
1524.6
186.0
388.2
565.8
408.1
253.3
74.5
48.2
34.6
33.4
60.5
117.5
74.6
44.7
113.6
1835.2
233.4
144.9
1095
420
1346
395
1114
1352
787
982
901
455
1704
874
1144
1383
1354
1045
1243
559
1034
985
790
556
566
776
737
667
337
488
489
264
319
675
912
1042
243
160
221
167
208
362
504
101
277
606
630
442
986
374
1236
345
1002
1242
690
871
790
390
1613
769
1074
1291
1257
947
1118
493
929
887
692
500
493
682
647
584
277
372
397
201
258
566
767
916
201
119
179
140
168
297
442
69
221
529
548
376
871
315
1111
283
887
1126
587
743
674
322
1507
648
986
1198
1149
839
985
417
818
782
584
438
417
579
550
498
221
287
317
120
198
456
625
790
161
82
139
110
128
234
378
44
169
445
467
311
782
265
1010
230
804
1041
514
640
591
276
1415
556
912
1131
1064
761
882
360
741
702
515
393
364
502
480
436
185
234
265
67
159
384
532
699
132
60
113
88
99
192
334
32
137
386
407
266
755
250
981
215
779
1017
494
615
569
262
1392
527
894
1106
1039
740
857
344
719
681
513
379
348
479
461
419
176
224
253
54
149
364
507
675
125
54
107
82
91
181
322
29
128
371
392
254
728
235
947
198
754
992
474
582
545
248
1370
502
869
1090
1012
716
827
327
697
658
481
365
333
456
440
401
166
209
239
43
139
343
480
651
117
49
99
75
83
169
308
26
119
353
374
241
663
194
866
157
691
925
420
504
484
214
1293
426
807
1031
939
653
746
282
636
595
441
330
293
397
387
355
143
182
207
20
113
292
414
584
98
36
82
60
64
140
275
20
98
310
331
210
97
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
08NN022
08NN023
08NP001
08NP002
08NP003
08NP004
08OA002
08OA003
08OB002
09AA006
09AA007
09AA010
09AA012
09AA013
09AA014
09AA015
09AB008
09AB009
09AC001
09AC004
09AC007
09AD001
09AE001
09AE003
09AE004
09AG001
09AG003
09AH001
09AH003
09AH004
09BA001
09BB001
09BC001
09BC002
09BC004
09CA002
09CA004
09CB001
09DA001
09DC002
09DC003
09DD002
09DD003
09DD004
09EA003
09EA004
1170.0
221.3
751.9
118.0
145.0
92.8
474.0
0.78
59.4
5090.9
1770.0
250.0
864.5
989.4
711.0
277.0
1700.0
18193.0
2327.3
4070.0
648.3
8030.0
20360.0
3320.0
1910.0
6245
515.0
81840.0
1796.1
6410.0
7305.7
997.0
25920.7
11150
10798.8
4950.0
654.0
6233.1
4840.0
1000
25760
3400
11268.7
4754.3
6725.3
1088.9
362
800
963
873
828
897
2384
1188
5084
676
96
1592
540
588
1212
942
222
663
105
494
122
453
354
533
288
395
309
348
207
106
346
721
260
357
360
612
549
698
591
496
440
300
128
316
310
470
308
718
870
781
745
809
2215
904
4832
624
84
1432
391
547
1114
874
201
627
101
452
107
416
342
494
266
365
266
324
168
83
315
670
234
331
329
541
465
648
541
491
404
296
104
278
286
422
254
628
759
674
646
708
2042
719
4495
568
71
1264
300
501
944
798
179
613
103
410
92
366
337
446
243
355
225
296
131
63
281
616
228
324
308
475
391
587
494
510
391
264
106
244
278
371
216
560
672
589
568
628
1911
636
4192
527
62
1176
261
467
775
747
164
603
103
378
81
323
333
407
226
346
200
272
106
52
256
578
218
316
300
430
344
537
461
500
381
264
96
221
271
335
206
538
646
565
546
606
1876
618
4108
513
60
1160
253
458
723
733
160
563
94
371
78
310
309
395
221
316
193
266
100
49
249
567
196
290
256
418
333
521
452
401
346
236
86
217
245
325
196
520
618
538
521
581
1835
601
3990
500
58
1140
246
448
665
718
156
521
86
361
75
296
281
380
216
281
185
259
94
47
242
555
171
263
201
404
321
505
442
298
307
205
63
210
213
314
169
465
545
470
457
515
1736
569
3721
467
51
1100
231
420
515
679
145
484
80
337
67
259
252
343
203
254
168
241
77
40
223
525
153
240
165
374
292
462
417
48
279
180
49
195
188
287
98
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
09EB003
09FA001
09FB001
09FB002
09FC001
09FD001
09FD002
10AA001
10AA002
10AA004
10AA005
10AB001
10AB003
10AC003
10AC004
10AC005
10AD002
10BD001
10BE004
10BE007
10BE008
10BE009
10BE011
10BE013
10CB001
10CD003
10CD004
10CD005
10EA003
10EB001
10EB002
10EC001
10EC002
10ED003
10FA002
10FB005
10GA001
10GB006
10GC002
10GC003
10HB005
10HC003
10JA002
10JA004
10JB001
10LA002
2213.0
6730.0
27550.0
1720.0
13864.6
5500.0
3562.8
14234.4
435.0
4088.3
1010.0
12778.4
13.7
1540.0
1700.0
881.5
2150.0
7280.0
2542.4
1173.8
77.6
209.5
1780.0
3742.4
2184.6
277.3
334.7
108.7
8634.6
14529.4
216.0
31100.0
495.0
542.0
9267.6
1310.0
9840.4
20200.0
701.0
2050.0
14030.7
980.0
29396.7
2280.0
15440.6
17940.2
122
250
283
252
162
210
108
399
317
364
292
481
391
394
401
783
735
352
637
553
160
261
379
283
485
193
359
403
416
560
574
473
465
249
210
191
427
156
118
203
522
262
144
198
112
349
101
212
256
226
133
202
134
376
262
341
264
437
338
353
371
729
693
316
582
496
128
227
344
251
427
147
299
300
378
525
532
444
416
197
168
152
369
133
96
154
477
223
127
171
98
313
82
172
248
197
102
188
142
369
211
334
238
391
284
307
338
665
651
277
527
437
99
191
303
218
369
107
245
219
339
490
495
412
368
144
125
109
309
107
72
109
423
186
109
144
82
275
70
143
240
176
82
177
150
361
176
326
219
358
247
270
312
609
619
250
488
396
80
166
271
196
328
83
211
174
314
465
463
392
331
108
97
79
266
88
54
81
378
160
96
126
71
246
67
135
212
170
76
159
174
335
167
301
214
350
237
260
305
593
609
242
480
385
75
159
262
189
318
77
202
163
307
459
456
386
323
99
89
72
254
83
50
74
366
153
92
121
67
239
64
126
179
164
70
135
193
296
158
271
209
340
227
249
298
575
600
234
468
373
70
152
253
183
306
71
193
152
300
451
448
379
313
89
81
64
242
77
44
67
352
146
88
116
64
230
56
105
152
148
55
123
202
269
134
245
196
315
201
219
278
527
572
212
437
343
58
133
228
166
276
56
171
126
281
434
425
363
287
67
63
45
210
63
30
50
316
128
78
104
56
207
99
PROBABILITY OF EXCEEDENCE
2
Station #
GDA (Km )
10%
25%
50%
70%
75%
80%
90%
10LC003
10LC007
10MA001
10MA002
10MC002
10NC001
10ND002
10PB001
10PC004
10PC005
10QA001
10QC001
10QC002
10QC004
10QD001
10RA001
10RA002
10RC001
10SB001
10TF001
11AA026
11AA028
11AA029
11AB009
11AB027
11AB075
11AB082
11AB083
11AB103
11AB117
11AB118
11AC025
11AE007
11AE008
11AE009
1288.6
599.4
20100.2
5410.0
45132.8
57800.0
68.7
19171.0
46200.0
6767.0
5811.0
16827.0
1530.0
7053.9
16970.0
19698.0
14600.0
94853.0
18100.0
1522.0
402.7
77.5
109.0
297.2
1611.0
135.2
793.6
1827.5
87.2
87.2
666.8
475.9
440.5
924.2
840.1
124
148
309
235
416
113
137
233
223
222
241
332
241
218
204
219
206
198
280
112
46
64
33
49
37
51
40
36
32
167
23
38
46
25
31
99
118
278
203
389
92
112
201
197
199
215
294
214
187
179
193
195
178
246
95
26
34
15
29
25
25
29
21
17
130
18
21
28
18
22
74
91
268
173
344
73
91
173
170
177
191
251
188
155
153
167
173
158
212
80
12
14
6
13
16
10
17
12
7
95
14
10
13
8
10
57
75
259
152
308
61
79
153
150
161
174
218
171
129
135
148
149
144
187
70
6
6
3
6
11
4
9
7
3
74
11
5
6
7
8
53
70
233
146
307
58
76
149
144
158
169
209
167
123
130
142
140
141
181
68
5
5
2
4
10
3
7
7
2
69
10
5
5
6
7
48
66
207
140
307
55
73
143
138
154
164
198
163
115
125
137
132
137
173
65
4
3
2
3
9
2
6
6
2
64
10
4
3
4
5
36
55
187
125
285
48
65
131
123
142
152
172
152
97
113
122
107
128
155
60
2
1
1
1
7
1
3
3
1
51
8
2
1
3
3
Key:
Standard Station
EDA, not GDA
Area and Flow Adjusted for Nested
Stations.
Poor Regression
Naturalized Flow
100

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