PA Lateral open Drain and Tile Drains are Constructed in the farm. If S= 0.000625 n = 0.02 (/m), Z=2.5, Y=0.6 (m) and B = 1.2 (m), LL= 1000 (m), S = 100 (m). Calculate value of water flow rate in each Tile Drain @Tile (m³/d).

5. It is known that the wastewater discharge from a block is 0.03 m3/s. Calculate the diameter and flow velocity of the pipe. Does the calculated flow rate meet the established design criteria? (d/D = 0.7; slope = 0.4%; n = 0.013) d

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Find the diameter of the sewer pipe to carry runoff discharge (m^3 /sec) at full flow condition for the catchment region of area 100,000 m^2, (C= 0.35). The time of concentration is 15 minutes and (i = 5230 It+30)? assume the flowing velocity is 1 m/sec? * - 0.9 m = 1.4 m = 1.0 m = 1.2 m

A 450 mm Ductile sewer pipe (n=0.012) has been installed with an invert slope of 0.0015. Determine the capacity of flow when this pipe is flowing full. Assume the flow is uniform a. 0.12 m³/s O b. 0.75 m³/s O c. 1.01 m³/s O d. 0.05 m³/s

*hydraulics *use handwritten  Water Flows through the storm sewer shown laid on a slope of 0.005. Roughnesscoefficient n= 0.025. The flow rate is 2.69 m^3/s. Compute the depth of Flow. Width of water surface is 2.5 m and depth of semi circular is 0.5m.   Choices: A. 0.60 m B. 0.70 m C. 0.80 m D. 0.90 m

@2: A Drainage system is Constructed in the farm. If de= 0.9 (m), hc = 0.5 (m) and Drile = 2.5 (m), LTE 180 (m) and $-0.006, and QTile = 120 (m³/d). = == Calculate values of Ho (m), R (m of water depth/d) during Irrigation and Do (m) bellow G.S.

A 1-m-diameter clay tile (n=0.014) sewer pipe runs half full on a slope of 0.004. Compute the flow rate by the Moody formula, with & = 0.0026 m.

Determine the diameter of corrugated field drain required to drain area of (20O *100) m if the drainage rate Q = 3mm/day and slope of field drain 12 cm/km. O 110 mm O 90 mm O 150 mm 82 mm

A circular concrete sewer (n=0.013) is 1.0 m in diameter and is laid on a slope of 0.005. What is its maximum flow?   Select one: a. 1.84 cu.m./s b. 1.52 cu.m./s c. 2.56 cu.m./s d. 3.79 cu.m./s