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You Are On Multi Choice Question Bank SET 636

31801. Absolute humidity in air





31802. Precipitation caused by lifting of an air mass due to the pressure difference, is called





31803. The standard height of a standard rain gauge, is





31804. In India, rain fall is generally recorded at





31805. A recording type rain gauge





31806. In India the recording type rain gauge generally used, is





31807. The deficiency in rain catch due to vertical acceleration of air forced upward over the gauge, is





31808. If a gauge is installed perpendicular to the slope, its measurement is reduced by multiplying





31809. For determination of average annual precipitation in a catchment basin, the best method is




31810. While calculating the average depth of annual precipitation in a catchment basin, importance to individual raingauge station is given in





31811. The critical depth in a channel can be produced






31812. A hydraulic jump in a control meter will be formed above the control, if its original





31813. Prof. Running suggested the method for extending the discharge curve. It is known as





31814. If y is the depth of water at any section, then the mean velocity is






31815. The run off is affected by






31816. The initial basin recharge is equal to





31817. The run off a drainage basin is





31818. For computing the run off volumes of large areas, number of infiltrations used are





31819. From the Survey of India map, the distance of the critical point is 20 km and difference in elevation is 193 m. The over land flow time, is






31820. If the area of storm hydrograph is equal to 102 cm, the ordinates of a unit hydrograph may be obtained by dividing the ordinates of the storm hydrograph by






31821. Which of the following Indus Valley sites is now in Pakistan?





31822. If the potential infiltration of a water shed having a soil with fair pasture cover, is 10 cm and rainfall is 12 cm, the direct run off is :





31823. The quantity of water retained by the sub-soil against gravity, is known






31824. Poverty and Un-British Rule in India was written by:




31825. Summer in Calcutta is a famous book written by?





31826. If the viscosity of ground water is 1.00, the Slitcher's constant is 400, the effective size of soil particles in acquifer is 0.5 mm and hydraulic gradient is 1 in 80, the velocity of flow is






31827. Vandemataram', the national song of India was taken from the novel




31828. In the derivation of Thiem's formula , the following assumption is not applicable






31829. A well penetrates to 30 m below the static water table. After 24 hours of pumping at 31.40 litres/minute, the water level in a test well at a distance of 80 m is lowered by 0.5 m and in a well 20 m away water is lowered by 1.0 m. The transmissibility of the auifer, is






31830. Shrouding is provided in





31831. The efficiency of a pump may be taken as





31832. Consumptive use of a crop during growth, is the amount of





31833. Fill up the blanks from the choices given: The police......... vigilant .?





31834. For the estimate of high floods in fan-shaped catchment, the formula used is



31835. Burge formula cumecs is based upon





31836. In nature water may occur as





31837. Hydrology is the science which deals with






31838. The surface run off is due to





31839. Hydrograph is a graphical representation of






31840. The infiltration capacity during rain storm, is considerably reduced due to






31841. Rain simulators are used for the determination of






31842. Precipitation includes





31843. The metal used in storage batteries:




31844. Non-recording rain gauges





31845. Indian Meteorological department uses the standard gauges whose collectors have apertures of





31846. The polythene bottles are used for collecting rain water and. their capacities is





31847. Symon's rain gauge is





31848. The rainfall cycle period in India is taken as






31849. Barometer was invented by:




31850. Isohytes are the imaginary lines joining the points of equal





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