It is a term to denote the temperature which is the average of the monthly mean for the year.
It is a term to denote the temperature which is the average of the monthly mean for the year.
August 2021
A series of siphon pipes of uniform diameter are to draw water to irrigate the farm instead of using the traditional method of flooding the area.
A series of siphon pipes of uniform diameter are to draw water to irrigate the farm instead of using the traditional method of flooding the area. The pressure head at the summit of the siphon (considering the datum line at discharge end and neglecting head loss) is equal to:
In a system of parallel pipes, which of the following is true:
In a system of parallel pipes, which of the following is true:
The vena contracta of a sharp-edged hydraulic orifice usually occurs:
The vena contracta of a sharp-edged hydraulic orifice usually occurs:
In pipe flow, the horsepower of the pump can be computed as the function of:
In pipe flow, the horsepower of the pump can be computed as the function of:
A mass of liquid translated horizontally to the left with a uniform velocity will have its surface:
A mass of liquid translated horizontally to the left with a uniform velocity will have its surface:
One of the rational methods of determining the reservoir-capacity yield analysis in dam design is known as:
One of the rational methods of determining the reservoir-capacity yield analysis in dam design is known as:
The volume of fluid passing a section of the stream per unit time is known as:
The volume of fluid passing a section of the stream per unit time is known as:
It is defined as a hydrograph with a volume of 1 inch of runoff resulting from a rainstorm of specified duration and a real pattern.
It is defined as a hydrograph with a volume of 1 inch of runoff resulting from a rainstorm of specified duration and a real pattern.
In an open channel flow, the discharge at a certain section can be measured by the use of the weir, given by the equation: $Q = \frac{8}{15}C \sqrt{2g} ~ \tan (\frac{1}{2}\theta) ~ H^{5/2}$
In an open channel flow, the discharge at a certain section can be measured by the use of the weir, given by the equation:
$Q = \frac{8}{15}C \sqrt{2g} ~ \tan (\frac{1}{2}\theta) ~ H^{5/2}$
where Q is the discharge, C is the coefficient of discharge, H is the head, g is gravitational acceleration. This formula is for: