STUPIDSID
Solve any one question from Q.1(a,b) &Q.2(a,b)
1(a)
Explain applications of hydrology.
5 M
1(b)
Explain Thiessen's method of estimate mean precipitation.
5 M
2(a)
State the formula to calculate optimum number of raingauges. Explain the terms in the formula.
5 M
2(b)
State deltas for Gram, Maize, Sugarcane, Rice and cotton also explain methods of improve duty.
5 M
Solve any one question from Q.3(a,b) &Q.4(a,b)
3(a)
Differentiate between sub- surface irrigation and sprinkler irrigation system.
5 M
3(b)
Explain with neat sketch tipping bucket type gauge to determine the stage of river and also state the advantages of thic gauge.
5 M
4(a)
Derive the formula to calculate discharge of a well in a confined aquifer.
6 M
4(b)
State various types of tube wells and explain construction of Soltted Type Tube well.
4 M
Solve any one question from Q.5(a,b) &Q.6(a,b)
5(a)
What is hydrograph? Explain all the parts of typical hydrograph. Explain fern shaped catchement.
8 M
5(b)
Maximum values of 24 hour precipitation (mm) at a Rainguage station are 140, 113, 132, 115, 130, 118, 127, 123, 121. Estimate maximum and minimu precipitation having a recurrence interval of 5 and 15 years. Use Hazen's Method. Use graphical method.
10 M
6(a)
What is S-curve hydrograph? Explain its construction with sketch.
8 M
6(b)
In a 10 hr strom rainfall depths occured over a the catchment are
Surface runoff resulting from the storm is eqivalent to 20 cm of depth over the catchment. Determine
i) Average infiltration,
ii) Average rate of infiltration
| Hour | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
| Depths (cm/hr) | 1 | 1.5 | 5 | 6 | 10.5 | 8.5 | 9 | 7 | 1.5 | 1.5 |
Surface runoff resulting from the storm is eqivalent to 20 cm of depth over the catchment. Determine
i) Average infiltration,
ii) Average rate of infiltration
10 M
Solve any one question from Q.7(a,b) &Q.8(a,b)
7(a)
Explain how wil you fix the capacity of reservoir using annual inflow and outflow.
8 M
7(b)
Explain fixation of reservoir capacity using elevation capacity curve and dependable yield.
8 M
8(a)
What are the various reservoir losses? What are various measures to control these losses.
8 M
8(b)
What is reservoir sedimentation? What is the significane of trap efficiency? Explain with neat sketch.
8 M
Solve any one question from Q.9(a,b) &Q.10(a,b)
9(a)
Write note on ancient system of water distribution which still exist in North Maharashtra.
8 M
9(b)
Explain Global Water Partnership (GWP).
8 M
10(a)
What is water logging? Explain tile drain mehtod and also state formula for spacing of tile drains.
8 M
10(b)
Draw a neat section for lift irrigation scheme and state various components of lift irrigation scheme. Explain various design steps in lift irrigation system.
8 M
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