SHOTS - HYDROLOGY & IRRIGATION

πŸ”₯ Border flooding is used on rolling land. 

πŸ”₯ Delta=(8.64B/D). 

πŸ”₯ The duty is largest on the field. 

πŸ”₯ The ‘outlet discharge factor’ is the duty at the head of water course. 

πŸ”₯ Water application efficiency is the ratio of water stored in the reservoir to the water delivered in the field. 

πŸ”₯ Useful water for plant growth is capillary water. 

πŸ”₯ consumptive irrigation requirement The amount of irrigation water required to meet the evapotranspiration needs of the crop during its full growth 

πŸ”₯ Hydrograph is the graphical representation of runoff and time. 

πŸ”₯ Soil moisture deficiency-the depth of the water required to bring the soil moisture content to the field capacity. 

πŸ”₯ Cyclonic precipitation is caused due to the lifting of an air mass due to the pressure difference. 

πŸ”₯ Convective precipitation is caused due to the temperature difference. 

πŸ”₯ Simons rain gauge is the non recording rain gauge. 

πŸ”₯ Tipping bucket type of rain gauge is used in inaccessible areas. 

πŸ”₯ Convex water surface will give highest rate of evaporation. 

πŸ”₯ A current meter is used for measuring the velocity of flow of water. 

πŸ”₯ An artesian aquifer is the one where water is under pressure between two impervious strata. 

πŸ”₯ A deep well has more discharge than shallow well. 

πŸ”₯ The useful storage is the volume of water stored between minimum pool level and normal pool level. 

πŸ”₯ Trap efficiency of a reservoir is a function of capacity/inflow ratio. 

πŸ”₯ The major resisting force in a gravity dam is self weight of the dam. 

πŸ”₯ When the reservoir is full the maximum compressive force in a gravity dam is produced with in the middle third of base

πŸ”₯ The elementary profile of a gravity dam is a right angled triangle. 

πŸ”₯ The maximum permissible eccentricity for no tension at the base of gravity dam is B/6. 

πŸ”₯ For wave action in gravity dams the maximum height of freeboard is generally taken 1.25hw. 

πŸ”₯ Seepage through embankment in earthen dam is controlled by drain trenches

πŸ”₯ Ogee spillway is least suitable for earthen dam. 

πŸ”₯ In chute spillway the flow is usually super critical

πŸ”₯ A divide wall is provided at right angle to the axis of weir. 

πŸ”₯ Silt excluder is constructed on river bed upstream of head regulator. 

πŸ”₯ Contour canal-canals run parallel to the contours of the country. 

πŸ”₯ Side slope canal-canals run perpendicular to the contour of the country. 

πŸ”₯ Garrets diagram is used in Kennedys theory

πŸ”₯ According to lacey’s theory the eddies are generated from bottom as well as sides. 

πŸ”₯ Canal escape is used to remove surplus water. 

πŸ”₯ Kennedy’s gauge outlet is flexible outlet

πŸ”₯ Montague type fall is parabolic glacis. 

πŸ”₯ Meter fall is a vertical drop fall. 

πŸ”₯ Rigid module is constant discharge. 

πŸ”₯ Flexibility-the ratio of rate of discharge of an outlet to the rate of change of discharge of distributing channel. 

πŸ”₯ An aggrading river is a silting river. 

πŸ”₯ Scouring river is degrading river. 

πŸ”₯ River training is achieved by groynes and bandalling

πŸ”₯ A repelling groyne is pointing upstream. 

πŸ”₯ A river training work is generally required when the river is meandering

πŸ”₯ Cetyl alcohol is used in water surface to reduce the evaporation. 

πŸ”₯ In linear reservoir storage varies linearly with outflow rate. 

πŸ”₯ 1 gauge for 520km^2 in plain areas, 
πŸ”₯ 1 gauge for 260km^2 in 1000m elevation about mean sea level 
πŸ”₯ 1 gauge for 130km^2 in hilly areas. 

πŸ”₯ The double mass analysis is adopted to check the consistency of data. 

πŸ”₯ In upstream slope of an earthen dam the most critical condition is sudden draw down condition. 

πŸ”₯ Permanent wilting point is a soil characteristic. 

πŸ”₯ Mean precipitation over an area is best obtained by orographical isohyetal method.

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