Irrigation Engineering The relation between probability (P) and recurrence interval (T) is given by P/T = 1 P/T2 = 1 PT = 1 PT2 = 1 P/T = 1 P/T2 = 1 PT = 1 PT2 = 1 ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be superpassage aqueduct syphon syphon aqueduct superpassage aqueduct syphon syphon aqueduct ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering To estimate the magnitude of a flood with a return period of T years, Gumbel’s distribution method requires the following data pertaining to annual flood seriesi) mean valueii) standard deviationiii) length of recordiv) coefficient of skewThe correct answer is (i),(ii) and (iii) (i) and (ii) (i), (ii), (iii) and (iv) (i), (ii) and (iv) (i),(ii) and (iii) (i) and (ii) (i), (ii), (iii) and (iv) (i), (ii) and (iv) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The duty is largest at the head of a main canal at the head of water course on the field same at all places at the head of a main canal at the head of water course on the field same at all places ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The depth of rice root zone, is 50 cm 60 cm 90 cm 80 cm 50 cm 60 cm 90 cm 80 cm ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The area between the isohyets 45 cm and 55 cm is 100 square km and between 55 cm and 65 cm is 150 square km. The average depth of annua! precipitation over the above basin of 250 square km will be 60 cm 55 cm 56 cm 50 cm 60 cm 55 cm 56 cm 50 cm ANSWER DOWNLOAD EXAMIANS APP
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