Irrigation Engineering Garnett's diagrams are used for graphical solution of design equations of a canal by Lindlay theory Gibb's theory Lacey's theory Kennedy's theory Lindlay theory Gibb's theory Lacey's theory Kennedy's theory ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be 90 mm 105 mm 80mm 70mm 90 mm 105 mm 80mm 70mm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The duty is largest same at all places on the field at the head of a main canal at the head of water course same at all places on the field at the head of a main canal at the head of water course ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The ratio of the rate of change of discharge of an outlet and parent channel, is known as Sensitivity Flexibility Modular limit Efficiency Sensitivity Flexibility Modular limit Efficiency ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The drainage water intercepting the canal can be disposed of by passing the canal below the drainage in super passage and canal syphon aqueduct and syphon aqueduct level crossing aqueduct and super passage super passage and canal syphon aqueduct and syphon aqueduct level crossing aqueduct and super passage ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The discharge passing over an ogee spillway is given by (where, L is effective length of spillway crest and H is the total head over the spillway crest including velocity head.) CHL3/2 CLH5/2 CLH1/2 CLH3/2 CHL3/2 CLH5/2 CLH1/2 CLH3/2 ANSWER DOWNLOAD EXAMIANS APP