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14a. Reverse cumulative distributions of probable reservoir storage following 150 cubic feet per second pumping over year (day 1 3651, and low-flow releases (September 1-301: scenario 1 ....................................................................................... 32 14b. Reverse cumulative distributions of probable reservoir storage following 150 cubic feet per second pumping overyear (day 1 365-, one-half PBOlow-flow release amount (69.4 acre-ft per day, August 1-October 31-, and no peak-flow releases: scenario 2 ..............33 14c. Reverse cumulative distribution of probable reservoir storage with 150 cubic feet per second pumping over year (day 1-3651, all PBO low-flow releases (360 acre-ft per day, September 1 301, and nopeak-flow release: scenario 3 .......................................... 33 14d. Reverse cumulative distribution of probable reservoir storage with 150 cubic feet per second pumping over year (day 1-3651, one-half PBO low-flow release amount (180 acre-ft per day, September 1-301, and maximum peak-flow releases: scenario 4...34 15. Release history for model scenario 4: year-round pumping (day 1 3651, law-flow release amount (180 acre-ft per day, September 1-301, and maximum peak-flow releases ............... 35 16a. Cumulative distribution function forwater-budget components during year-round pumping, low-flow release of 5412.5 acre-ft over30 days in September, and nopeak-flow release: scenario 1 .............................................................................. 36 16b. Cumulative distribution function forwater-budget components during year-round pumping, low-flaw release of 5412.5 acre-ft over 78 days in August October, and nopeak-flow release: scenario 2 .............................................................................. 36 16c. Cumulative distribution function forwater-budget components during year-round pumping, low-flow release of 10,825 acre-ft over 30 days in September, and nopeak-flow release: scenario 3 ....................................................................................... 37 16d. Cumulative distribution function forwater-budget components during year-round pumping, low-flow release of 5412.5 acre-ft in September and peak-flow (spring) release: scenario 4......37 17a. Cumulative distribution function of simulated background instreamdissolved-solids concentrations observed atthe Government Highline Canal ...................................... 38 17b. Cumulative distribution function of simulated background instreamdissolved-solids concentrations observed atthe Grand Valley Irrigation Canal .................................... 39 18a. Cumulative distribution function of percent change in instreamdissolved-solids concentration observed atthe Government Highline Canal during low-flow period following year-round pumping and four release scenarios ............................................................. 40 18b. Cumulative distribution function of percent change in instream dissolved solids concentration observed atthe Government Highline Canal during peak-flow period foliowingyear-round pumping and four release scenarios ............................................................. 41 18c. Cumulative distribution function of absolute change in instream dissolved solids concentration observed atthe Government Highline Canal during low-flow period following year-round pumping and four release scenarios ............................................................. 42 18d. Cumulative distribution function of absolute change in instreamdissolved-solids concentration observed atthe Government Highline Canal during peak-flow period following year-round pumping and four release scenarios ............................................................. 43 19a. Cumulative distribution function of percent change in instreamdissolved-solids concentration observed atthe Grand Valley Irrigation Canal during low-flow period foryear round pumping and four release scenarios ........................................................................... 44 19b. Cumulative distribution function of percent change in instreamdissolved-solids concentration observed atthe Grand Valley Irrigation Canal during peak-flow period foryear round pumping and four release scenarios ........................................................................... 45 19c. Cumulative distribution function of absolute change in instreamdissolved-solids concentration observed atthe Grand Valley Irrigation Canal during low-flow period following year-round pumping and four release scenarios ....................................................................... 46 19d. Cumulative distribution function of percent change in instreamdissolved-solids concentration observed atthe Grand Valley Irrigation Canal during peak-flow periodfollowingyear-round pumping and four release scenarios ...................................................................... 47