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Explain the Design Criteria Sedimentation basin
Surface Loading rate (or overflow rate), Vo = Q/A (flow rate/surface area)
Detention time t or ? = V/Q (Volume /Flow rate)
Weir loading = Q/L (flow rate/length of weir) ≤ 20,000 gpd/ft
Minimum depth 10 ft and Free Board = 1- 2ft
Width 30-50 ft and length 100-200 ft with a L:W of 3:1 to 5:1 (4:1 typical) for rectangular basins and diameter of less than 200 ft for circular tanks.
given A,B,C,and D are four plotted points at 2 centimeter apart and their ground reduced levels are 57.5 meter 63.2 meter 68.2 meter and 59.2 respectively.it is required to draw co
short note about characteristics of distomat
Crack width limitation ( In many standards and code of practice of numerous countries, allowable size of crack width is generally limited to less than 0.5mm for reinforced conc
I have a writing that needs to be corrected
can you give me some examples and problems in 3-wire leveling?
working from whole to part
What is the Design Mix concrete Determination of the proportions of cement, aggregates and water to achieve the required strengths in concrete is made by designing the con
Sketches for English bond, Stretcher bond, Header bond, Flemish bond in first & second layer plan, elevation and 3 dimensional view of brick bond.
what is sieve analysis? expalin its procedure.
Reasons of common occurrence of "inadequate pile founding level" in piles of piers The most severe load on piers usually is the horizontal load owing to berthing and mooring o
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