a reservoir located at the outlet of a 388.5 km2 watershed, the mean annual precipitation was 965 mm, mean annual watershed runoff (flow into reservoir) was 330 mm, mean annual reservoir evaporation was 1245 mm, mean daily withdrawal from reservoir was 455 MLD, mean reservoir surface area, As = 1620 acres (6.56 km2). Using a time frame, Δt = 1 year (365 days) determine: Volume of water evaporated from lake Watershed runoff or inflow into the reservoir Volume of rainfall input to the reservoir
a reservoir located at the outlet of a 388.5 km2 watershed, the mean annual precipitation was 965 mm, mean annual watershed runoff (flow into reservoir) was 330 mm, mean annual reservoir evaporation was 1245 mm, mean daily withdrawal from reservoir was 455 MLD, mean reservoir surface area, As = 1620 acres (6.56 km2). Using a time frame, Δt = 1 year (365 days) determine: Volume of water evaporated from lake Watershed runoff or inflow into the reservoir Volume of rainfall input to the reservoir
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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In a reservoir located at the outlet of a 388.5 km2 watershed, the mean annual precipitation was 965 mm, mean annual watershed runoff (flow into reservoir) was 330 mm, mean annual reservoir evaporation was 1245 mm, mean daily withdrawal from reservoir was 455 MLD, mean reservoir surface area, As = 1620 acres (6.56 km2). Using a time frame, Δt = 1 year (365 days) determine:
- Volume of water evaporated from lake
- Watershed runoff or inflow into the reservoir
- Volume of rainfall input to the reservoir
- Mean annual withdrawal from the reservoir
- Net loss/gain of reservoir storage
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