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Construction Drainage

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Part of the Springer Environmental Science and Engineering book series (SPRINGERENVIRON)

Abstract

In the process called open pumping, water can be allowed to flow into the excavation as it is advanced. The water is collected in ditches and sumps and pumped away. Open pumping from sumps and ditches is usually the least expensive method from the standpoint of direct dewatering cost. Under favorable conditions, it is a satisfactory procedure. But if conditions are not conducive, attempts to handle the water by open pumping can result in delays, cost overruns, and occasionally catastrophic failure. The key is to identify those conditions that are or are not favorable for open pumping, and to recognize which conditions predominate in a given job situation. Generally, the main sump is placed in the middle of the excavation, with the result that the entire subgrade was turned into a quagmire because the water had to travel across subgrade to enter the sump. The condition is exacerbated by the presence of stratified or fine-grained soils at or near excavation subgrade that inhibit vertical drainage. This method suits in dense sands, coarse sands, graded sands, hard fissured rock and clay with surface runoff drainage. But in loose sand, soft soil or rock, problems of slope stability and boiling of the bottom must be anticipated.

Keywords

Unconfined Aquifer Sheet Pile Open Pumping Cost Overrun Pump Test Data 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Copyright information

© Springer-Verlag Berlin Heidelberg and Tongji University Press 2017

Authors and Affiliations

  1. 1.Department of Geotechnical EngineerTongji UniversityShanghaiChina
  2. 2.Department of Geotechnical EngineerTongji UniversityShanghaiChina
  3. 3.Tongji UniversityShanghaiChina
  4. 4.Tongji UniversityShanghaiChina
  5. 5.Tongji UniversityShanghaiChina

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