IS 9759

: 1981

Guidelines for dewatering during construction

CurrentFrequently UsedGuidelinesBIMGeotechnical · Soil and Foundation Engineering
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This standard provides guidelines for controlling groundwater during construction through various dewatering methods. It covers site investigation, selection criteria for techniques like sump pumping, wellpoints, and deep wells, and considerations for system design, operation, and potential side effects like ground settlement.

Guidelines for dewatering during construction

Quick Reference Values
Practical suction lift for wellpoint systems5 to 6 m
Typical spacing of wellpoints0.75 to 3 m
Typical radius of influence for a single wellpoint5 to 15 m
Drawdown from deep wellsCan exceed 30 m
Typical drawdown for vacuum wellpoints in silty soils7 to 9 m
Practical Notes
A thorough geotechnical investigation, including permeability tests, is the most critical step; basing a dewatering design on assumed soil conditions is a common cause of failure.
Always monitor adjacent structures and utilities for settlement, as lowering the water table can cause ground subsidence, especially in loose or organic soils.
Plan for the legal and environmentally compliant disposal of pumped water. Unexpectedly high discharge volumes can cause flooding, erosion, or regulatory issues.