Estimate the constant rate of withdrawal from a reservoir of size 200*R ha in a month...
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Estimate the constant rate of withdrawal from a reservoir of size 200*R ha in a month of 30 days during which the reservoir level dropped by 1 m in spite of an average inflow into the reservoir of 1 Million m3/day. During the month, the average infiltration loss from the reservoir was 4 cm, total precipitation on the reservoir was. 30 cm and the total evaporation was 10 cm. (10) i) Relative humidity in a place is (5R-2) %. Dew point temperature is 16° C. What is the saturation vapor pressure at actual air temperature. (4) ii) Air temperature at a point is (R+17)°C. Air pressure 102 KPa. Lapse rate 6.5°C per Km. Ra = 287 J/Kg.K. Calculate air temperature and air pressure at a level just above 2 Km from that point. (6) Q4. Calculate areal average precipitation for the following four stations located at the corner of a square with each side = R+50 Km. The catchment comprises a square + a half circle. (10) A 15mm C 25 mm B 20 mm D 30 mm Q4. Calculate areal average precipitation for the following four stations located at the corner of a square with each side = R+50 Km. The catchment comprises a square + a half circle. (10) A 15mm C 25 mm B 20 mm D 30 mm Estimate the constant rate of withdrawal from a reservoir of size 200*R ha in a month of 30 days during which the reservoir level dropped by 1 m in spite of an average inflow into the reservoir of 1 Million m3/day. During the month, the average infiltration loss from the reservoir was 4 cm, total precipitation on the reservoir was. 30 cm and the total evaporation was 10 cm. (10) i) Relative humidity in a place is (5R-2) %. Dew point temperature is 16° C. What is the saturation vapor pressure at actual air temperature. (4) ii) Air temperature at a point is (R+17)°C. Air pressure 102 KPa. Lapse rate 6.5°C per Km. Ra = 287 J/Kg.K. Calculate air temperature and air pressure at a level just above 2 Km from that point. (6) Q4. Calculate areal average precipitation for the following four stations located at the corner of a square with each side = R+50 Km. The catchment comprises a square + a half circle. (10) A 15mm C 25 mm B 20 mm D 30 mm Q4. Calculate areal average precipitation for the following four stations located at the corner of a square with each side = R+50 Km. The catchment comprises a square + a half circle. (10) A 15mm C 25 mm B 20 mm D 30 mm
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Reservoir size 2005 ha 1000 ha 100010 4 m 2 Average inflow 1 M ... View the full answer
Related Book For
Vector Mechanics for Engineers Statics and Dynamics
ISBN: 978-0073212227
8th Edition
Authors: Ferdinand Beer, E. Russell Johnston, Jr., Elliot Eisenberg, William Clausen, David Mazurek, Phillip Cornwell
Posted Date:
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