Irrigation Engineering

111) In an earth dam the top flow line has the shape of

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parabola

112) The most widely used method of slope stability analysis of earth dam is

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Sweedish slip circle method

113) The major overturning force in the case of gravity dam is

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water pressure

114) The maximum failures of earthen dams have occurred due to

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overtopping caused by insufficient spillway capacity

115) The stability analysis of earth dam foundation against shear must be carried out when the foundation is made of

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fine loose cohesionless material

116) The most common type of spillway used in gravity dams is

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ogee spillway

117) The entry of silt into the canal can be controlled by

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silt excluder

118) For effective control of silt entry into the canal the sill of the head regulator should be

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above the sill of the under sluices

119) The water is not suitable for irrigation if the total salt concentration exceeds

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2000 ppm

120) The water is unsuitable for irrigation when the boron content exceeds the limit of

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2 ppm

Subject Notes

Objective Box

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