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Define the Approach Velocity
Typical problems have negligible approach velocity. v1 = Q/A, where A = the cross-sectional area of flow in the channel. The value is not the velocity of the flow falling over the top of the weir plate (nappe).
Explain the Hydraulic Gradient A measurement of the movement of water over distances. Change in hydraulic head from one monitoring point to another. i = ΔH/L units are typ
advantage and disadvantage of concrete
have a beam with one lateral restraint at bottom and top flange and load on top flange, should I use 2 segments or one segment of the beam ignoring bottom restraint as it is not in
obstacle to ranging but not chaining inthat when line may not visible from intermediate point pls if required explain with diagram
Storm water flows at a depth of 4 ft in the natural channel as shown in the figure. The channel has a slope of 0.0l ft/ft and n = 0.025. 1. Determine the flow area:
A point charge q2 = -2.3 µC is fixed at the origin of a co-ordinate system as shown. Another point charge q1 = 4.0 µC is is initially located at point P, a distance d1 = 6.0 cm fro
different types of support force & effect of hinge support
Derive the formula among soil moisture content (w), degree of saturation (S), specific gravity (G), and void ratio (e). Saturated clay has a water content of 40% and bulk specif
The cost of utilities, taxes and maintenance on a home is $3,000 per year. The amount of money that would have to be invested now at 8% to cover these expenses for the next 5 year
elements of vibratory system
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