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6
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1
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135k
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1
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Define Duty, delta and Base period. Derive the relationship between them.
irrigation engineering water resources engineering updated 3.1 years ago by teamques10 ★ 69k
1
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1
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36k
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1
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Galleries in Gravity Dams
water resources engineering updated 5.5 years ago by teamques10 ★ 69k
2
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2
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31k
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2
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What are the factors affecting runoff. What are various methods method of computing runoff? Explain any one method.
water resources engineering updated 5.1 years ago by teamques10 ★ 69k
1
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1
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24k
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1
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Canal Escape :
water resources engineering updated 5.5 years ago by teamques10 ★ 69k
1
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1
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23k
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1
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What are the factors affecting duty? How can duty be improved
water resources engineering updated 5.1 years ago by teamques10 ★ 69k
1
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1
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17k
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1
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Drawbacks in Kennedy Theory
water resources engineering updated 5.4 years ago by tomarsakshi32 • 90
2
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1
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16k
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1
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After how many days will you supply water to soil in order to ensure efficient irrigation of the given crop, if
water resources engineering updated 5.1 years ago by teamques10 ★ 69k
0
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1
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15k
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1
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What is Canal Fall?
water resources engineering updated 5.4 years ago by teamques10 ★ 69k
0
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1
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15k
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1
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Low and High Gravity Dams
water resources engineering updated 5.5 years ago by teamques10 ★ 69k
4
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1
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14k
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1
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Explain the terms aquifer, aquiclude and aquifuge.
water resources engineering updated 3.2 years ago by teamques10 ★ 69k
1
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1
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12k
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1
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Define irrigation and irrigation engineering and explain the necessity of irrigation in India
water resources engineering updated 5.1 years ago by teamques10 ★ 69k
0
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1
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11k
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1
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Joints in a Gravity Dam
water resources engineering updated 5.5 years ago by teamques10 ★ 69k
0
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1
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11k
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1
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Advantages and Disadvantages of Rockfill Dams
water resources engineering updated 5.5 years ago by tomarsakshi32 • 90
1
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1
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11k
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1
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Elementary Profile of a Gravity Dam
water resources engineering updated 5.5 years ago by teamques10 ★ 69k
2
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1
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10.0k
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1
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Discuss the various method of computing average rainfall over a basin.
water resources engineering updated 5.1 years ago by teamques10 ★ 69k
1
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1
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9.8k
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1
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What is hydrograph? Draw a single peaked hydrograph and explain its components.
water resources engineering updated 5.1 years ago by teamques10 ★ 69k
0
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1
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9.2k
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1
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Practical Profile of a Dam
water resources engineering updated 5.5 years ago by teamques10 ★ 69k
1
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1
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8.8k
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1
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Derive an equation for discharge from a well in an unconfined aquifer.
water resources engineering updated 3.1 years ago by teamques10 ★ 69k
2
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1
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8.8k
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1
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Derive an expression for discharge from a well fully penetrating a confined aquifer
water resources engineering updated 3.1 years ago by teamques10 ★ 69k
0
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1
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8.4k
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1
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ENERGY DISSIPATION BELOW SPILLWAYS.
water resources engineering updated 5.4 years ago by teamques10 ★ 69k
0
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1
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8.2k
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1
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Earthern Dams & Rockfill Dams
water resources engineering updated 5.5 years ago by tomarsakshi32 • 90
0
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1
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7.6k
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1
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Types and Design of Spillways.
water resources engineering updated 5.4 years ago by teamques10 ★ 69k
1
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1
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7.3k
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1
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A water course has CCA of 1200 ha. The intensity of irrigation for crop A is 40% and for crop B is 35% both the crops being rabbi crops.
water resources engineering updated 3.1 years ago by teamques10 ★ 69k
0
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1
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7.0k
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1
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Classification of Irrigation Canals.
water resources engineering updated 5.4 years ago by teamques10 ★ 69k
0
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1
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7.0k
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1
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Design Approach Of Irrigation Channels
water resources engineering updated 5.4 years ago by tomarsakshi32 • 90
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