SHOTS - HYDROLOGY & IRRIGATION
π₯ Border flooding is used on rolling land. 
π₯ Delta=(8.64B/D). 
π₯ The duty is largest on the field. 
π₯ The ‘outlet discharge factor’ is the duty at the head of water course. 
π₯ Water application efficiency is the ratio of water stored in the reservoir to the water delivered in the field. 
π₯ Useful water for plant growth is capillary water. 
π₯ consumptive irrigation requirement The amount of irrigation water required to meet the evapotranspiration needs of the crop during its full growth 
π₯ Hydrograph is the graphical representation of runoff and time. 
π₯ Soil moisture deficiency-the depth of the water required to bring the soil moisture content to the field capacity. 
π₯ Cyclonic precipitation is caused due to the lifting of an air mass due to the pressure difference.  
π₯ Convective precipitation is caused due to the temperature difference. 
π₯ Simons rain gauge is the non recording rain gauge. 
π₯ Tipping bucket type of rain gauge is used in inaccessible areas. 
π₯ Convex water surface will give highest rate of evaporation. 
π₯ A current meter is used for measuring the velocity of flow of water. 
π₯ An artesian aquifer is the one where water is under pressure between two impervious strata. 
π₯ A deep well has more discharge than shallow well. 
π₯ The useful storage is the volume of water stored between minimum pool level and normal pool level. 
π₯ Trap efficiency of a reservoir is a function of capacity/inflow ratio. 
π₯ The major resisting force in a gravity dam is self weight of the dam. 
π₯ When the reservoir is full the maximum compressive force in a gravity dam is produced with in the middle third of base. 
π₯ The elementary profile of a gravity dam is a right angled triangle. 
π₯ The maximum permissible eccentricity for no tension at the base of gravity dam is B/6. 
π₯ For wave action in gravity dams the maximum height of freeboard is generally taken 1.25hw. 
π₯ Seepage through embankment in earthen dam is controlled by drain trenches. 
π₯ Ogee spillway is least suitable for earthen dam. 
π₯ In chute spillway the flow is usually super critical. 
π₯ A divide wall is provided at right angle to the axis of weir. 
π₯ Silt excluder is constructed on river bed upstream of head regulator. 
π₯ Contour canal-canals run parallel to the contours of the country. 
π₯ Side slope canal-canals run perpendicular to the contour of the country. 
π₯ Garrets diagram is used in Kennedys theory. 
π₯ According to lacey’s theory the eddies are generated from bottom as well as sides. 
π₯ Canal escape is used to remove surplus water. 
π₯ Kennedy’s gauge outlet is flexible outlet. 
π₯ Montague type fall is parabolic glacis. 
π₯ Meter fall is a vertical drop fall. 
π₯ Rigid module is constant discharge. 
π₯ Flexibility-the ratio of rate of discharge of an outlet to the rate of change of discharge of distributing channel. 
π₯ An aggrading river is a silting river. 
π₯ Scouring river is degrading river. 
π₯ River training is achieved by groynes and bandalling. 
π₯ A repelling groyne is pointing upstream. 
π₯ A river training work is generally required when the river is meandering. 
π₯ Cetyl alcohol is used in water surface to reduce the evaporation. 
π₯ In linear reservoir storage varies linearly with outflow rate. 
π₯ 1 gauge for 520km^2 in plain areas, 
π₯ 1 gauge for 260km^2 in 1000m elevation about mean sea level 
π₯ 1 gauge for 130km^2 in hilly areas. 
π₯ The double mass analysis is adopted to check the consistency of data. 
π₯ In upstream slope of an earthen dam the most critical condition is sudden draw down condition.  
π₯ Permanent wilting point is a soil characteristic. 
π₯ Mean precipitation over an area is best obtained by orographical isohyetal method.
 
 
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