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MCQ
741. Workability of concrete is measured by (.. যারা কংক্রিটের কার্যক্ষমতা পরিমাণ করা হয়।)
cylinder
cube test
Slump test
setting time test
742. When a constant discharge 2.91 litres/sec. was obtained in a pumping test, the draw downs in the test wells at 3 m and 6.184 m were 2.6 m and 0.3 m respectively. If over-all depth of the pumping well was 16 m, the permeability of the soil, is
0.0005 cm/sec
0.001 cm/sec
0.002 cm/sec
0.01 cm/sec
743. Izzard formula for the time of concentration in minutes for the plots having no channels, is (where Lo is the length of overland flow in metres and Kp rainfall intensity in cm/hour)
T= 111 b. L0 1/3/(Kp)2/3
Т= 222 bL10 1/2/(Kp)1/3
T= 333 b. LO/Kp
T= 111 b. LO 1/3/(Kp)2/5
752. Pick up the correct statement from the following:
If ground water enters the channel, the channel is known as effluent channel
If water goes out of channel to meet ground water, the channel is said to be influent stream
If the water table is at higher level than the water level in channel, ground water flows to the stream
All the above
754. The stage of river carrying a discharge of Q m/sec at a point is 10 m and slope of water surface is (1/4000). The discharge of a flood same point and same stage of 10 m with a water surface slope of (1/1000) will be
3/sec
0.5 Q m3/sec
2 Q m3/sec
4 Q m3 sec
755. Efflorescence in cement plaster is due to excess of. (কিসের আধিক্যের কারণে সিমেন্ট প্লাস্টারে Efflorescence হয়?)
Alumine
Silica
Lime
Alkali
756. Pick up the correct statement from the following:
Yield of a drainage basin is the run off at any time
Yield of a drainage basin is the run off over long periods
Yield of a drainage basin is expressed as surface run off per year
Run off is expressed as total volume per day
760. Pick up the correct statement from the following:
The unit hydrograph of a specified unit duration obtained from the past data can be used to obtain the hydrograph of future storms of like duration
To obtain the ordinates of storm hydrograph, the ordinates of unit hydrograph are multiplied by the multiplying factor
The multiplying factor for storm hydrograph may be obtained by dividing the run off in mm by 25 mm
All the above