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Hydrology & Irrigation (April 2010)

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Total No. of Questions : 12] [Total No. of Pages : 3 [3764]-101 P1462 B.E. (Civil) HYDROLOGY AND IRRIGATION (2003 Course) Time : 3 Hours] [Max. Marks : 100 Instructions to the candidates : 1) Answer any 3 questions from each section. 2) Answers to the two sections should be written in separate books. 3) Neat diagrams must be drawn wherever necessary. 4) Figures to the right indicate full marks. 5) Use of electronic pocket calculator is allowed. 6) Assume suitable data, if necessary. SECTION - I Q1) a) The data from an isohyetal map of a catchment is shown in following tableIsohyet (mm) 250 300 350 400 450 500 Area covered by Isohyet (km2) 500 400 300 200 100 Determine the average depth of precipitation over the catchment area of 500 km2. [8] b) Explain any three methods of determining average rainfall over a catchment. State their advantages and limitations. [8] OR Q2) a) A catchment area has 5 raingauge stations. These gauges recorded the annual rainfall as Station Rainfall (mm) A B C D E 1300 1420 1180 1080 1650 For 5% error in estimation of average rainfall, determine the minimum number of additional raingauge stations required to be established in the catchment. [8] b) With the help of conceptual sketch, differentiate between infiltration and percolation state, how infiltration is measured in field. [8] P.T.O.

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Additional Info : April 2010 Examination - Hydrology & Irrigation (2003 Course)
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