Sixth Semester Diploma Examination MODEL QUESTION PAPER IRRIGATION AND BRIDGE DRAWING Time: 4 Hours Max. Marks : 100 Note : i) Data not given may be assumed suitably ii) Drawing should be neat and fully dimensioned. iii) Answer ALL questions Q1. The following are the details of Tank sluice with arched barrel
Q2. Following are the details for a RCC Slab Culvert proposed across a stream a) Hydraulic Particulars Catchment Area : 4 Sq. Km Ryve’s constant : 8 Velocity of flow through vent : 1.75 m/sec Average bed width of stream : 8 m Assume afflux : 12 m b) Constructional Details No. of Spans : 2 Bank slope : 1:1 Bed level of stream : 150.00 m H.F,L : 152.00 m G.L & Road Formation Level : 153.00 m Hard rock level : 148.50 m Road Width : 7.00m Thickness of RCC slab : 0.30m Thickness of wearing course : 0.10m Bearing slab on abutment & pier : 0.30m Top and bottom width of pier : 0.75m Top width of abutment : 0.90m Bottom width of abutment (Front face vertical) : 1.40m Parapet wall : 50mm thick( precast) RCC Jalli work 0.80m high, between RCC piers of 0.15mX0.15m at 2m c / c Wing Wall: Return type , top width 0.50m, front face vertical and back batter 1:6 Provide protection works both u/s and d/s Calculate ( I ) Max. flood discharge ( II ) Linear waterway and span 10 Assuming any other data, draw to a scale of 1:50 the following views (iii) Half longitudinal elevation and half longitudinal section 20 (iv) Half plan at top and half plan at bottom 20 |
IRRIGATION AND BRIDGE DRAWING MODEL QUESTION PAPER Sixth Semester Diploma Examination
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