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evaporation loss in canal
water resources engineering updated 3.9 years ago by abdisamad47-232 • 20
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Derive an expression for discharge from a well fully penetrating an unconfined aquifer
water resources engineering updated 5.8 years ago by teamques10 ★ 70k
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During a recuperation test, the water in an open well was depressed by pumping by 2.5 m and it is recuperated 1.8 m in 80 minutes. Find
water resources engineering updated 5.8 years ago by teamques10 ★ 70k
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Explain the recuperation test in detail with neat sketch.
water resources engineering updated 5.8 years ago by teamques10 ★ 70k
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A catchment has five rain gauge stations. In a year, the annual rainfalls recorded by the gauges are 78.8 cm, 90.2 cm 98.6 cm, 102.4 cm and 70.4 cm.
water resources engineering updated 5.8 years ago by teamques10 ★ 70k
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Using the 3 hr unit hydrograph given below, find the peak flow, resulting from our successive 3 hr periods of rainfall producing 0.35, 0.87, 1.39, and 0.77 cm of runoff respectively from a basin.
water resources engineering updated 5.8 years ago by teamques10 ★ 70k
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Find the ordinates of a storm hydrograph from a 3hr storm with rainfall of 2, 6.75 and 3.75 cm during subsequent 3 hr intervals.
water resources engineering updated 5.8 years ago by teamques10 ★ 70k
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The ordinates of a 3 hr unit hydrograph are given below :
water resources engineering updated 5.8 years ago by teamques10 ★ 70k
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The CCA of area of watercourse is 1200 ha. Intensities of sugarcane and wheat crops are 20% and 40% respectively
water resources engineering updated 5.8 years ago by teamques10 ★ 70k
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A canal takes off a reservoir to irrigate the areas given below. 40% of the water required for irrigation is assumed to be available directly from precipitation
water resources engineering updated 5.8 years ago by teamques10 ★ 70k
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