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Historic Irrigation in the Snake River Plain, prior to 1900. ESHMC: Validation of the ESPAM2.0 Model, Historic Scenario Input. College of Engineering/ College of Agricultural and Life Sciences Department of Biological and Agricultural Engineering. Outline. - PowerPoint PPT Presentation
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College of Engineering/College of Agricultural and Life SciencesDepartment of Biological and Agricultural Engineering
Historic Irrigation in the Snake River Plain, prior to 1900
ESHMC: Validation of the ESPAM2.0 Model, Historic Scenario Input
Outline
• Estimating Irrigation prior to 1900• Estimating Unregulated Flow• Modeling Irrigation in 1880-1900
Estimating Irrigation prior to 1900
Sources:History of Irrigation Development in Idaho, Lewis, 1924Pioneer Irrigation, Upper Snake River Valley, 1955
Canal RATE TOTAL DATENeilsen-Hansen 12 12 1883New Lava Side 20 152 1884-1890Wearywick 3.2 53.36 1885-1889Watson Slough 58.4 132.4 1885-1888Peoples 7.6 424 1885-1894 (1898)Riverside 10 112.16 1885-1889Parson’s Ditch 0.8 23 1885-1888Fox-Whitten Ditch 1500 acre-feet 1885Corbett Slough 109.43 239.43 1889-1892Trego Ditch 64.41 69.41 1890-1902Danskin 100 180 1886-1888Snake River Valley-Cedar Point 200 600 1889-1896 (started 1884)Blackfoot Irrigation Company 366.6 1889Reservation Canal 15.98 615.98 1890-1891Aberdeen-Springfield 1250 1250 1895
Bingham County
Estimating Irrigation prior to 1900
Sources:History of Irrigation Development in Idaho, Lewis, 1924Pioneer Irrigation, Upper Snake River Valley, 1955
Bonneville County
Canal DATESmith Canal 1879-1880Anderson Canal 1879-1880Idaho Canal 1891Idaho and Great Western Dam 1900Farmer’s Friend 1884Woodville Canal 1889Harrison Canal 1890Great Western 1891Porter Canal 1886New Sweden 1894Osgood 1904
Estimating Irrigation prior to 1900
Sources:History of Irrigation Development in Idaho, Lewis, 1924Pioneer Irrigation, Upper Snake River Valley, 1955
Jefferson County
Canal DATERudy 1885Burgess Canal 1886 (1880)Butte and Market Lake 1881-1890North Rigby 1883Mattson Craig 1887-1900Buttler Island 1885Clark and Edwards 1887Parks and Lewisville 1883East Labelle Canal Company 1880-1885Island Irrigation Canal Company 1886Rigby Canal 1885Brush CanalWest Labelle Irrigation Company 1885Lowder and Jennings Canal 1890Independent 1895
Estimating Irrigation prior to 1900
Sources:History of Irrigation Development in Idaho, Lewis, 1924Pioneer Irrigation, Upper Snake River Valley, 1955
Madison County
Canal DATERexburg Irrigation Company 1883Roxana Canal 1884Lyman-Consolidated Feeder 1886-1897Island Ward Canal 1901Reid Canal 1885Teton Irrigation Canal 1884Lenroot 1883Woodmansee-Johnson 1884Salem-Union 1892
Estimating Irrigation prior to 1900
Sources:History of Irrigation Development in Idaho, Lewis, 1924Pioneer Irrigation, Upper Snake River Valley, 1955
Henry’s Fork and Falls River
Canal DATEEgin Irrigation Company 1885Chester 1887Curr 1887-1892Island Ward Canal 1901
Wood River50,000 acres prior to construction of the big projects
Estimating Irrigation prior to 1900
Sources:History of Irrigation Development in Idaho, Lewis, 1924Pioneer Irrigation, Upper Snake River Valley, Carter, 1955Irrigated Eden, Fiege 1999
Madison County
Findings1) Irrigation Started around 1879
2) Water Rights filed before actual diversions began
3) The ‘Panic of 93’ led to the end of irrigation expansion
4) Around 1900 sugar beet factories
Estimating Unregulated Flow
Source:Wise, Erika K. (2010). “Tree ring record of streamflow and drought in the upper Snake River.” Water Resources Research, vol. 46: W11529.
415-year Tree-Ring Record• Flow at Jackson Lake• Flow at Palisades• Flow at Heise
Estimating Unregulated Flow-Annual
Source:Wise, Erika K. (2010). “Tree ring record of streamflow and drought in the upper Snake River.” Water Resources Research, vol. 46: W11529.
19581962
19661970
19741978
19821986
19901994
19982002
0100000020000003000000400000050000006000000700000080000009000000
10000000
Reconstructed Observed
Acre
-feet
2000000 4000000 6000000 80000002000000
3000000
4000000
5000000
6000000
7000000
8000000
9000000
f(x) = 1.08329833192076 x − 418186.272790415R² = 0.664439223249115
Annual Flow at Heise (1958-2005)
Reconstructed (acre-feet)
Obs
erve
d (a
cre-
feet
)
Estimating Unregulated Flow-Monthly
Monthly Estimation Procedure1) Rank Years by Annual Flow (1928-1997)
2) Calculate Average Monthly Hydrograph per category
3) Calculate standard deviation per category
4) Fm = (Fa – Favga)/STDavga *STDavgm+Fmavg)
Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Annaul
1 214.5 179.8 165.6 155.8 143.1 166.8 291.7 726.1 609 274.5 194.3 172.7 3293.9
2 235.3 200.8 179.6 171.4 152.1 170.6 328.4 728 961.5 439.7 258.6 204.1 4030.1
3 235.9 202.1 189.2 175.6 163.3 173.1 309.4 875.4 1084.5 495.9 273.1 230.2 4407.7
4 216.2 194.8 179.6 176 157.2 175.6 366.7 1110.3 1140.8 578.6 323 251.4 4870.2
5 220.1 191.1 182 172.5 156.9 175 387.8 1144.1 1332 705.2 333.8 253.8 5254.3
6 244.3 216.8 212.6 198.9 174.1 193.5 445.9 1225.7 1511 969.1 423.3 287.1 6102.3
7 269.1 246.3 236.8 222.7 190.7 248.2 481.2 1453.3 2021 962.6 453.1 329.7 7114.7Dec-1900Dec-1910Dec-1920Dec-1930Dec-1940Dec-1950Dec-1960Dec-1970Dec-1980Dec-1990Dec-2000
0
500
1000
1500
2000
2500
3000
Reconstructed Observed
Flow
(kaf
/mon
th)
Validater² = 0.82
Calibrater² = 0.80
Validater² = 0.87
Oct-1910 Jan-1912 Apr-1914 Jul-1916 Oct-1919 Jan-1921 Apr-1923 Jul-19250
500
1000
1500
2000
2500
Snake River at Heise, ID
Reconstructed Flow Observed Flow
Flow
(kaf
/mon
th)
Oct-1880 Oct-1883 Oct-1886 Oct-1889 Oct-1892 Oct-1895 Oct-1898 Oct-1901 Oct-1904 Oct-1907 Oct-1910 Oct-1913 Oct-1916 Oct-1919 Oct-1922 Oct-19250
200
400
600
800
1000
1200
1400
1600
1800
2000
Flow
(kaf
/mon
th)
Modeling Monthly Recharge 1880-1900
SD-SRPM (System Dynamics Snake River Planning Model)
Model Assumptions1) No minimum flow requirements
2) No reservoir storage
3) No groundwater pumping
4) Linear increase in irrigation demand from 1880-1900
5) 75% of current demand
0 24 48 72 96 120 144 168 192 216 240 264 288 312 336 360 384 408 432 456 480 504 528 552 5760
500
1,000
1,500
2,000kaf/month
Reac
h 49
Non-commercial use only!
Modeling Monthly Recharge 1880-1900
SD-SRPM (System Dynamics Snake River Planning Model)18
81
1890
1900
1910
1920
188018831887189018941897190119041908191119151918192219250
102030405060708090
100
Shor
tage
s (ka
f)
Modeling Monthly Recharge 1880-1900
SD-SRPM (System Dynamics Snake River Planning Model)
Findings1) Correctly identify historic shortages between 1900-1905
2) Irrigation induced ESPA discharge (≈ 5 kaf) below Milner
3) Irrigation impact constant below Milner
Some Thoughts
How to validate1) SD-SRPM allows estimation of monthly recharge
2) Should validation be at a monthly timestep?
3) Possible uses of a Systems Model for ESHCM & IDWR• Estimate Recharge (historic-availability)• Estimate Recharge (land-use changes)
Questions?