A reservoir operator has to release water from reservoir for being picked up at a distance of 150+ Your Roll No (R) km for downstream users. The average width of the stream for the anticipated discharge is 50 m. The mean daily class A tank evaporation for this season is 0.5 cm. Estimate the mean daily evaporation from the stream in Acre-Feet per Day, if the pan coefficient is 0.7. Assuming 15% losses due to seepage, find discharge at the head of canal if the required discharge at tail is to be 50 m³/s NOTE: Here R=20
A reservoir operator has to release water from reservoir for being picked up at a distance of 150+ Your Roll No (R) km for downstream users. The average width of the stream for the anticipated discharge is 50 m. The mean daily class A tank evaporation for this season is 0.5 cm. Estimate the mean daily evaporation from the stream in Acre-Feet per Day, if the pan coefficient is 0.7. Assuming 15% losses due to seepage, find discharge at the head of canal if the required discharge at tail is to be 50 m³/s NOTE: Here R=20
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A reservoir operator has to release water from reservoir for being picked up at a distance of 150+ Your Roll No (R) km for downstream users. The average width of the stream for the anticipated discharge is 50 m. The mean daily class A tank evaporation for this season is 0.5 cm. Estimate the mean daily evaporation from the stream in Acre-Feet per Day, if the pan coefficient is 0.7. Assuming 15% losses due to seepage, find discharge at the head of canal if the required discharge at tail is to be 50 m³/s
NOTE: Here R=20
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