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List of top Water Resources Engineering Questions on Ground water hydrology asked in GATE CE

A symmetrical trapezoidal canal is 100 km long. The bottom width is 10 m and the side slope is 1 Horizontal : 1 Vertical. The average flow depth in the canal is 2.5 m throughout the month of April. The measurement from a Class-A evaporimeter in the vicinity of the canal indicated an average evaporation rate of 0.5 cm/day in April. The volume of water evaporated from the canal (in m³) in the month of April is close to ........ \(\times 10^3\) (rounded off to 1 decimal place).
  • GATE CE - 2025
  • GATE CE
  • Water Resources Engineering
  • Ground water hydrology
A water resources project with an expected life of 25 years has to be designed for an acceptable risk of 5% against a design flood. The return period for the design flood (in years) is ........... (rounded off to the nearest integer).
  • GATE CE - 2025
  • GATE CE
  • Water Resources Engineering
  • Ground water hydrology
A 30 cm diameter well fully penetrates an unconfined aquifer of saturated thickness 20 m with hydraulic conductivity of 10 m/day. Under the steady pumping rate for a long time, the drawdowns in two observation wells located at 10 m and 100 m from the pumping well are 5 m and 1 m, respectively. The corresponding pumping rate (in m3/day) from the well is _____ . (rounded off to 2 decimal places)
  • GATE CE - 2024
  • GATE CE
  • Water Resources Engineering
  • Ground water hydrology