L. The diversion requirement of a 5-ha farm was estimated to be 10mm/day during peak periods. If the pumping plant has a 60% efficiency, how many kilowatt-hour energy is required to lift water 5 meters?
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A: Solution Elevation= 1180 m Storage volume= 11410 million cubic meter= 11410*106 m3 Inflow= 11500 m3
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A: Given, qgi = 165 Mscf/day Di = 0.09/yr b = 0.51
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Q: % of the major loss.
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Q: A flow of 0.25 l/s will fill in 4 hours a storage tank volume of: 0.36 m^3 O 36 m^3 O 3.6 m^3 O 360…
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A: above given data d1 = .75m aand V1 =3.2 m/s
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A: amount of water evaporates=area of reservoir X depth =250*10000*.06 =150000m3
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Q: he rainfall on five successive days on a catchment was 2, 6, 9, 5 and 3 cm. If the o-index
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A:
Q: (a) How many times the tank will be full during the year? If the capacity of the tank is (0.483 МСМ)…
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- An 18-inch-diameter (~46 cm) well within an aquifer with a transmissivity of 1070 ft2/day (~100 m2/day) and a storativity of 7x10-2 is to be pumped continuously. What pumping rate should be used so that the maximum drawdown after two years will not exceed 20 ft (~6 m)?Water at a constant rate of 370 cumecs was observed to be entering Tarbela Reservoir in a particular season. If outflow from the reservoir including infiltration and evaporation losses is 280 cumec, find out the change in reservoir storage for 10 such days. Also, convert your answer into Hectare-Meter.3. A trapezoidal earth canal is to be designed to irrigate a 300-ha rice farm. The maximum water requirement occurs during the land preparation period amounting to 12 mm/day. If the overall system efficiency is 40%, the design discharge is? (10 points)
- What is the ultimate BOD 24 km downstream from the outfall? > Answer: 3.89 g/m3 What is the DO deficit 24 km downstream of the effluent discharge? > Answer: 3.192 g/m3 Question: At the location 15 km downstream of the effluent discharge, how much oxygen would have to be added to have the do at 7 mg/l?Evapotranspiration in an 8 ha farm is 7 mm/day and percolation losses is 2 mm/day. What is the design discharge of a canal to be able to deliver a 5-day requirement of the farm in 24 hours if irrigation efficiency is 75%? Select one: a. 200 m3/hr b. 175 m3/hr c. 150 m3/hr d. 140 m3/hrDuring a storm event, the measured discharge of the river to a reservoir is 58 cu. m. per sec (cms). If the rate of increase of the level of the reservoir is 1.4x10-4 m/s, determine the rate of discharge (in cms) of the reservoir to the intake tower for the purpose of water supply? Assume average surface area of the reservoir is 10 Ha.
- the Question in the attachment picture , Find the following :- 1- Inflow discharge (mm/year) = ? 2- Outflow discharge (mm/year) = ? 3- ΔS (m^3/year)= ? 4- The storage of the reservoir is = ? 5-The reservoir's water flow traverses a 15-meter-long spillway, lowering the water's height from 83 meters to 81.5 meters, with the crest elevation at 80 meters, in 30 minutes. Apply C = 1.84. A) What is the reservoir's area?B) How long does it take to extract water from an elevation of 83 m/80.2 m? C) After 20 minutes, what is the water's ultimate elevation?The area of the reservoir is 1.5 km2 with an open evaporation of 85 cm/year. Assume that the average evapotranspiration from the catchment is 70 cm/year,estimate the average annual discharge from the outlet of the reservoir in m3/second? (Kindly explain all your working step by step)
- If annual water requirement for farm pond is 1.1 ha - m, the storage requirement allowing 43% losses is: Select one: a. 2.56 ha - m. b. 0.63 ha - m C 0.47 ha - m d. 1.95 ha - m.A pipeline leads from one reservoir to another which has a water surface 10 m lower.For a discharge of 1.0 m^3/s, determine the head loss kW.Estimate the constant rate of withdrawal from a 1375 ha reservoir in a month of 30 days during which thereservoir level dropped by 0.75 m in spite of an average inflow into the reservoir of 0.5 Mm^3/day. During themonth, the average seepage loss from the reservoir was 2.5 cm, total precipitation on the reservoir was 18.5 cmand the total evaporation was 9.5 cm.