Irrigation Engineering A deficit of sediments in flowing water may cause a river Meandering type Degrading type Aggrading type Sub-critical type Meandering type Degrading type Aggrading type Sub-critical type ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If D₁ and D₂ are depths of water upstream and downstream of a hydraulic jump, the loss of head at the jump, is (D₂ - D₁)3/D₁D₂ (D₂ - D₁)3/4D₁D₂ (D₂ - D₁)3/2D₁D₂ (D₂ - D₁)3/3D₁D₂ (D₂ - D₁)3/D₁D₂ (D₂ - D₁)3/4D₁D₂ (D₂ - D₁)3/2D₁D₂ (D₂ - D₁)3/3D₁D₂ 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 aqueduct syphon aqueduct superpassage syphon aqueduct syphon aqueduct superpassage syphon ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that reservoir was not full at the beginning demand cannot be met by inflow None of these both (A) and (B) reservoir was not full at the beginning demand cannot be met by inflow None of these both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering In Montague type fall A parabolic glacis is provided A straight glacis is provided A circular glacis is provided No glacis is provided A parabolic glacis is provided A straight glacis is provided A circular glacis is provided No glacis is provided ANSWER DOWNLOAD EXAMIANS APP
Irrigation Engineering The "outlet discharge factor" is the duty at the head of branch canal distributory main canal watercourse branch canal distributory main canal watercourse ANSWER DOWNLOAD EXAMIANS APP
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