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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).
finding the mean ,mode and mediam
On-line storage vs. off-line storage Design of storage pond is commonly divided into off -line storage and on-line storage. The on-line storage concept includes inclusion of s
structure of exogenous trees
1) A propped cantilever beam ABC is 7m long.It has the point C fixed and Point A on a roller support.It carries a 200Kn point load at a distance 3m from A.There is a moment of 80KN
Methods of Constructing Roads in Marshy Areas: The following methods are adopted for constructing roads in marshy areas: (a) Removal of soft soil and replacement with good
derive the expression for stress in arbitrary plane in a body subjected to bi axial stress condition
Q. Disadvantages of excessive concrete covers? In reinforced concrete structures cover is generally provided to protect steel reinforcement from corrosion and to provide fire r
what should we do if alkalinity in water is greater than 25
zeolite process
Simple stresses and strains: In this simple stresses and strains you have learnt the concepts of stress, strain, elastic modulus and the primary concepts in application to ana
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