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Water Ponding

Last post 10-30-2009 18:33 by matt908. 4 replies.
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  • 10-23-2009 12:37

    Water Ponding

    How do you determine water ponding on site?

  • 10-23-2009 17:01 In reply to

    Re: Water Ponding

     

    Problem (Example): The site has virtually no fall and the water table lies just below the surface Objective: Provide a cost effective drainage solution that addresses the challenges presented by the site.                                                                                                                                                                                                                                                                                                                   Brief:  1. Provide a solution capable of the meeting the hydraulic capacity requirements.

               2. Drainage system to have a maximum installed depth of (tbd) in relation to water table level and required discharge level.

    Go here Matt, this is a problem we are facing every day - front gardens in residential areas becoming carparks, back gardens covered in Indian Limestone to save having to cut the lawn, cheap building practice providing little or no percolation, the problems are endless and all caused by our own ignorance.

    http://www.hydro-international.biz/stormwater/flood_and_water_bill.php

    Regards

    MVM

    Sorry to see you go CJ
  • 10-30-2009 9:51 In reply to

    Re: Water Ponding

    Thanks a lot for that mate! Maybe you will be able to help me with this...... From the site investigation both desk study and on site investigation how would you find out whether there is water ponding on site?

    Kind regards

     

  • 10-30-2009 10:37 In reply to

    Re: Water Ponding

     

    Soil type analysis and Trial hole excavations would be perhaps the obvious approach?

    "The water holding capacity of soil is a very important agronomic characteristic. Soils that hold generous amounts of water are less subject to leaching losses of nutrients or soil applied pesticides. This is true because a soil with a limited water holding capacity (i.e. a sandy loam) reaches the saturation point much sooner than a soil with a higher water holding capacity (i.e. a clay loam). After a soil is saturated with water, all of the excess water and some of the nutrients and pesticides that are in the soil solution are leached downward in the soil profile."

    Trial Holes and analysis of the surrounding geography to determine existing and fluctuating water table levels and any adjacent land drainage, tributaries or surface water fall-off:

    "Soil water holding capacity is controlled primarily by the soil texture and the soil organic matter content. Soil texture is a reflection of the particle size distribution of a soil. An example is a silt loam soil that has 30% sand, 60% silt and 10% clay sized particles. In general, the higher the percentage of silt and clay sized particles, the higher the water holding capacity. The small particles (clay and silt) have a much larger surface area than the larger sand particles."

    "This large surface area allows the soil to hold a greater quantity of water. The amount of organic material in a soil also influences the water holding capacity. As the level of organic matter increases in a soil, the water holding capacity also increases, due to the affinity of organic matter for water."

    Go here Matt: http://www.agvise.com/ I think they would be able to help.

    Regards

    MVM

     

    Sorry to see you go CJ
  • 10-30-2009 18:33 In reply to

    Re: Water Ponding

    Thanks a lot mate, really appreciate it.

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