Hydrology Input for West Souris River IWMP

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Transcription:

Hydrology Input for West Souris River IWMP Prepared by: Mark Lee Manitoba Water Stewardship 1 1 1

Overall view of: drainage area watershed characteristics gauging stations meteorological stations Runoff from selected rivers annual volumes monthly distributions runoff productivity 1976 flood Climate precipitation air temperature Outline 2 2 2

3 3 The drainage area of the creeks and rivers of the WSR IWMP extend into Saskatchewan. The creeks travel in a southeast direction through the WSR IWMP before discharging to various points into the Souris River. The total drainage area (shown in green) of the tributaries draining through the WSR IWMP is 13,33 km 2, while the IWMP area alone is 432 km 2. The drainage area of the WSR covers a large area of the north and central region of the Souris River watershed. The main branch of the Souris River originates west of the WSR drainage area and travels in a U shape down into the U.S.A. from Saskatchewan before reentering into Manitoba. The Souris River watershed (61, km 2 ) is approximately 38% of the Assiniboine River watershed. Runoff from the WSR watershed eventually ends up in Lake Winnipeg by travelling down the Souris, Assiniboine, and Red Rivers. 3

4 4 4

5 5 5

6 6 6

7 7 There are many hydrometric stations for the creeks, rivers and lakes in the WSR IWMP boundary. However, the length and completeness of the data varies from station to station. Most of the stations shown in the figure have either short lengths of record or have been discontinued many years ago. Fortunately, each of the main water courses running through the WSR IWMP has at least one station with a reasonable length of data. The data for the stations circled in green were obtained for analysis. 7

Summary of investigated stations Station # Station name Gross Drainage Area (km 2 ) Effective Drainage Area (km 2 ) Average Annual Discharge (dam 3 ) Maximum Annual Discharge (dam 3 ) Series 5NF2 Antler River near Melita 3,21 1,36 2,4514 186,572 1943-28 5NF7 Gainsboro Creek near Lyleton 1,15 561 9,871 9,149 1956-28 5NF8 Graham Creek near Melita 73 178 3,15 4,847 1943-1996 5NF12 Souris River near Westhope 43,7 14,6 22,289 145196 1931-27 5NF15 Jackson Creek near Melita 448 Not available 4,556 46,53 1975-199 5NG3 Pipestone Creek near Pipestone 4,2 1,56 34,422 246,18 1957-1998 5NG19 Stony Creek near Broomhill 46 22 4,74 38,823 1965-1991 5NG7 Plum Creek near Souris 5,38 2,1 22,291 282,46 1956-1993 5NG21 Souris River near Souris 58,7 2,5 431,119 2,456,288 1967-28 8 8 Summary of the name, drainage area, average and maximum annual discharge, and series length of the gauges analyzed. Analysis results are shown in the following graphs. The average and maximum annual discharge data was used to regionalize flows with different sizes of drainage area, as shown a on a later slide. 8

Annual Flow Volumes Antler River Near Melita 5NF2 2 18 16 14 12 1 8 6 4 2 1943 1948 1953 1958 1963 Annual Flow Volume (dam 3 ) 1968 1973 1978 1983 1988 1993 1998 23 28 9 9 Annual flows on the Antler River. The orange dashed line represents the mean annual flow volume. 9

Annual Flow Volumes Gainsboro Creek Near Lyleton 5NF7 1 9 8 7 6 5 4 3 2 1 1956 1961 1966 1971 1976 Annual Flow Volume (dam 3 ) 1981 1986 1991 1996 21 26 1 1 1

45 Annual Flow Volume for Graham Creek Near Melita 5NF8 4 35 3 25 2 15 1 5 1943 1948 1953 1958 1963 Annual Volume (dam3) 1968 1973 1978 1983 1988 1993 11 11 11

Annual Flow Volumes for Souris River near Westhope 5NF12 16 14 12 1 8 6 4 2 1931 1936 1941 1946 Annual Flow Volume (dam 3 ). 1951 1956 1961 1966 1971 1976 1981 1986 1991 1996 21 26 12 12 12

Annual Flow Volumes Jackson Creek Near Melita 5NF15 5 45 4 35 3 25 2 15 1 5 1975 1976 1977 1978 1979 Annual Flow Volume (dam 3 ). 198 1981 1982 1983 1984 1985 1986 1987 1988 1989 199 13 13 13

Annual Flow Volumes Pipestone Creek Near Pipestone 5NF3 3 25 2 15 1 5 1957 1962 1967 1972 Annual Flow Volume (dam3) 1977 1982 1987 1992 14 14 14

Annual Flow Volumes Pipestone Creek Near Pipestone 5NF3 3 25 2 15 1 5 1957 1962 1967 1972 Annual Flow Volume (dam3) 1977 1982 1987 1992 1997 22 27 15 15 15

Annual Flow Volumes on Stony Creek Near Broomhill 5NG19 45 4 Annual Flow Volume (dam3). 35 3 25 2 15 1 5 1965 197 1975 198 1985 199 16 16 16

Annual Flow Volumes for Souris River at Souris 5NG21 3 25 2 15 1 5 1967 1972 1977 1982 Annual Flow Volume (dam 3 ) 1987 1992 1997 22 27 17 17 17

Flow Volume Distribution by Month Antler River Near Melita 5NF2 Percent of Annual Volume 7 6 5 4 3 2 1 Mar Apr May Jun Jul Aug Sep Oct Flow Volume Distribution by Month Souris River Near Westhope 5NF12 Percent of Annual Flow Volume 35 3 25 2 15 1 5 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 18 18 Monthly distribution of flow are shown in the figures. The pattern of flow in the Antler River is typical of the other streams in the WSR watershed. Flow is concentrated into the spring melt and no flow, or very little flow, is experienced in the winter months. With a much larger watershed, the flow in the Souris River is more dispersed throughout the year compared to the WSR tributaries, although flows are still much higher during the spring melt. Flow is usually sustained during the winter months. 18

Mean Daily Flows During 1976 Flood 8 Mean Daily Flow (cms) 7 6 5 4 3 Plum Creek Near Souris Antler River Near Melita Gainsboro Creek Near Lyleton Graham Creek Near Melita Jackson Creek Near Melita Souris River at Souris Souris River Near Westhope Souris River Near Glen Ewen, SK 2 1 Mar Apr May Jun Jul Aug 19 19 At all stations the largest annual flow volumes and the highest peak flows were observed in 1976. Flow data for 1976 was extracted from many of the stations and plotted on the figure shown. Hydrographs are shown for three different points on the Souris River, one upstream in Saskatchewan (near Glen Ewen), one near the Manitoba-U.S.A. border (near Westhope) and one at the downstream extent of the West Souris River Watershed (at Souris). The graph also features smaller hydrographs of the main local tributaries of the Souris River in the West Souris River Watershed area. The Souris River hydrographs feature two crests in the Manitoba portion on the river. The first peak is created by the peak flows from local tributaries. The second peak is a result of the delayed response of the snowmelt from the western most portion of the watershed in Saskatchewan. This water runs into the main stem of the Souris River and must travel south into the U.S.A. before arriving in Manitoba. The Souris River is peaking at Glen Ewen at the same time the local tributaries in Manitoba are peaking. 19

16 14 1975-1976 Monthly Prcepitation at Moosomin (Station 41536) Observed Average (1971-2) Monthly Precipitation (mm) 12 1 8 6 4 2 Jan-75 Feb-75 Mar-75 Apr-75 May-75 Jun-75 Jul-75 Aug-75 Sep-75 Oct-75 Nov-75 Dec-75 Jan-76 Feb-76 Mar-76 Apr-76 May-76 Jun-76 Jul-76 Aug-76 Sep-76 Oct-76 Nov-76 Dec-76 2 2 The average precipitation is compared the precipitation during 1975 and 1976 at Moosomin, SK. It can be seen that precipitation was well above the normal conditions during the fall of 1975 and during the winter and early spring of 1976. 2

Annual Flow Volumes Pipestone Creek Near Pipestone 5NF3 3 25 2 15 1 5 431. Water Surface Elevation of Oak Lake at Oak Lake Resort 5NG8 43.5 43. 429.5 429. 428.5 428. 427.5 Jan-1954 Jan-1959 Jan-1964 Jan-1969 Jan-1974 Jan-1979 Jan-1984 Jan-1989 Jan-1994 Jan-1999 1957 1962 1967 1972 1977 1982 1987 1992 Annual Flow Volume (dam3) Water Surface Elevation (m.a.s.l.) 1997 22 27 21 21 The figure shows the levels on Oak Lake from 1954 to 2. During this period the lake was highest in April 1976 (43.76 m.a.s.l.) and lowest in February 199 (427.84 m.a.s.l.). Each year the lake level fluctuates as levels increase in during the spring melt and then decrease as water leaves via Plum Creek and evaporation. Longer trends in lake levels are correlated to periods of wet or dry years. Lake levels decreased during low flow periods in the late 5 s and early 6 s, and the late 8 s early 9 s. Lake levels rebounded after these dry periods when above average flows were experienced in the 7 s and mid and late 9 s. 21

Regionalization of Flow-Area Relationship 3 Annual Flow Volume (dam 3 ) 25 2 15 1 5 y = 51.1x + 1942 R 2 =.99 y = 5.34x + 298 R 2 =.77 Average Maximum 1 2 3 4 5 6 Drainage Area (km 2 ) 22 22 These lines represent a regionalization of the maximum and average annual runoff volumes from many catchments of different areas found within the West Souris River Watershed region. The data used to create the plot can be found in the table of hydrometric stations investigated shown earlier. The maximum and average annual volumes of runoff at other points in the watershed can be estimated from the equations fitted to the data in the figure. 22

Mean Monthly Temperature at Select Meteorological Stations 1971-2 2 Average Daily Temperature ( o C) 15 1 5-5 -1 Winnipeg Souris Carlyle Moosomin -15-2 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 23 23 The monthly average of daily temperature for three stations close to the drainage area of the WSR IWMP as well as Winnipeg was retrieved from Environment Canada. All stations experience similar tmeperture throughout the year. 23

Monthly Precipitation at Select Meteorological Stations 1971-2 Average Monthly Precipitation (mm), 1 9 8 7 6 5 4 3 2 Winnipeg Souris Carlyle Moosomin 1 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 24 24 The monthly average of precipitation for three stations close to the drainage area of the WSR IWMP as well as Winnipeg was retrieved from Environment Canada. Winnipeg, Souris, and Moosomin receive very similar amounts of annual precipitation, 513.7 mm, 511.4 mm, and 516.2 mm respectively. However, Carlye is located in the drier southeast area of Saskatchewan and recieves 432.4 mm of precipitation annualy. 24

Thank you 25 25 25