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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