Exam 4: Hydrology and Water Resources Engineering
Exam 1: Irrigation and Water Management: Part A25 Questions
Exam 2: Irrigation and Water Management: Part B25 Questions
Exam 3: Irrigation and Water Management: Part C24 Questions
Exam 4: Hydrology and Water Resources Engineering25 Questions
Exam 5: Dam Design and Spillways25 Questions
Exam 6: Hydraulic Structures and Channels25 Questions
Exam 7: River Meandering, Training and Hydroelectricity25 Questions
Exam 8: Floods, Catchment, and Irrigation25 Questions
Exam 9: Irrigation and Hydraulic Engineering25 Questions
Exam 10: Water Engineering and Irrigation Systems25 Questions
Exam 11: Canals and Irrigation25 Questions
Exam 12: Water Circulation and Irrigation25 Questions
Exam 13: Canal Design, Hydrology, and Irrigation Methods25 Questions
Exam 14: Civil Engineering Water Management25 Questions
Exam 15: Irrigation, Soil Fertility, and Water Management25 Questions
Exam 16: Water Management and Irrigation Systems21 Questions
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S-hydrograph is used to obtain unit hydrograph of
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Correct Answer:
C
The rainfall on five successive days were measured as 100 mm, 80 mm, 60 mm, 40 mm and 20 mm respectively. If the infiltration index or the storm loss rate for the catchment area is earlier estimated as 50 mm/day, the total surface run off will be
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Correct Answer:
C
The total capacity of a reservoir is 25 million cubic metres and dead storage is 5 million cubic metres. If the average volume of sediment deposition is 0.10 million cubic metre per year, then the usefulness of the reservoir will start reducing after
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A
The area between the isohyets 45 cm and 55 cm is 100 square km and between 55 cm and 65cm is 150 square km. The average depth of annua! precipitation over the above basin of 250 square km will be
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The useful storage is the volume of water stored in the reservoir between
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The water stored in the reservoir below the minimum pool level is called
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When surface of transpiration is submerged under water, then potential evapotranspiration is
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The unit hydrograph of a specified duration can be used to evaluate the hydrograph of storms of
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If d is the depth of the aquifer through which water is flowing, then the relationship between permeability k and transmissible T is given by
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For a flood control reservoir, the effective storage is equal to
(Multiple Choice)
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The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, are
i. Water pressure
ii. Self weight
iii. Uplift
iv. Pressure due to earthquake
The correct answer is
(Multiple Choice)
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The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by
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