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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).
Temporary bench marks
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Good evening. I have two homework projects from the Soil Mechanics. I am interesting if anybody can solve them.
what is the trignomerty leveling
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I have a writing that needs to be corrected
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Question Geotechnical Instrumentation is often employed for monitoring state of reclamation . From time to time two piezometers are installed inside same borehole. What is mai
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