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Showing posts from July, 2020

Waterlogging and Land Drainage Mechanics: Hooghoudt’s Tile Drainage Spacing

 Excessive irrigation in canal command areas elevates groundwater tables, leading to waterlogging and soil salinization as capillary action brings dissolved salts to the root zone. Effective subsurface agricultural drainage relies on horizontal tile drains placed at depth $d$ below the ground surface to lower the water table. The spacing $(S)$ between parallel drains under steady-state recharge $(R)$ is determined using Hooghoudt’s Equation: $$S^2 = \frac{8 \cdot K_2 \cdot d_e \cdot h + 4 \cdot K_1 \cdot h^2}{R}$$ ​Where $K_1$ and $K_2$ are hydraulic conductivities of soil layers above and below the drain level, $h$ is maximum mid-spacing water table height above drain level, and $d_e$ is equivalent depth accounting for radial flow resistance into pipe perforations. ​Large tracts of fertile agricultural land in the Indira Gandhi Nahar Pariyojana (IGNP) and Western Yamuna Canal command zones suffer from secondary salinization due to shallow water tables. ​To restore degraded soils, ...

Cracks in Beams and Columns

Beams, Columns and other concrete structures is liable to have cracks in their two states, one in prehardening or plastic state and other in hardened state. Beams and columns with cracks are dangerous as they can no longer able to support design loads. Different conditions of loading and responce of structure shows different cracks formation in structure.  Let's discuss in short cracks in beams and columns; Crack in Beams, 1) Flexure crack When flexural capacity of R C beam is not adequate and cross section of the beam has insufficient main reinforcement or cross reinforcement, flexure cracks may develop in the beam. A single crack or group of crack starts where bending moment is maximum and the maximum width of crack found at bottom or top of the beam. Proper design may eliminate this cracks. 2) Torsion crack, This crack is similar to flexure crack as here torsional capacity and torsion reinforcement is inadequate and hence crack developing at whete torsion moment is maximum. This...