Q6/ A. A drainage network of parallel grid system of double side collector, ten laterals are joint tothe collector in each side equally spaced. The laterals are concrete pipes with uniform flowand 300 m length where installed at depth of 2m below soil surface with slope of 0.1%, theground water table was found at depth of 1.2m and the impermeable layer at depth of Gmbelow soil surface. The hydraulic information indicated that the soil is stable with hydraulicconductivity of 0.8 m/d, the drainage coefficiert is 8 mm/d. What drain spacing must thelaterals be applied and what is the inside diameters of the laterals and the collector if weassume a plastic pipe with non-uniform flow for the collector and a slope of 10%.41{

To determine the drain spacing, we can use the following equation: S = (Kc / K) * (h1 - h2) / N…

. A drainage network of parallel grid system of double side collector, ten laterals are joint to the collector in each side equally spaced. The laterals are concrete pipes with uniform flow and 300 m length where installed at depth of 2m below soil surface with slope of 0.1%, the ground water table was found at depth of 1.2m and the impermeable layer at depth of 6m below soil surface. The hydraulic information indicated that the soil is stable with hydraulic conductivity of 0.8 m/d, the drainage coefficiert is 8 mm/d. What drain spacing must the laterals be applied and what is the inside diameters of the laterals and the collector if we assume a plastic pipe with non-uniform flow for the collector and a slope of 10%.

. A drainage network of parallel grid system of double side collector, ten laterals are joint to the collector in each side equally spaced. The laterals are concrete pipes with uniform flow and 300 m length where installed at depth of 2m below soil surface with slope of 0.1%, the ground water table was found at depth of 1.2m and the impermeable layer at depth of 6m below soil surface. The hydraulic information indicated that the soil is stable with hydraulic conductivity of 0.8 m/d, the drainage coefficiert is 8 mm/d. What drain spacing must the laterals be applied and what is the inside diameters of the laterals and the collector if we assume a plastic pipe with non-uniform flow for the collector and a slope of 10%.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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