8,255
edits
Changes
Jump to navigation
Jump to search
mLine 16:
Line 16: − − ===Reducing groundwater mounding with underdrains=== − [[File:Drain spacing.jpg|thumb|The yellow box represents the recommended hydraulic conductivity of bioretention filter media]] − Mounding of groundwater can be mitigated by correctly sizing and spacing of the pipes within the underdrain structure. In most large infiltrating LID systems (e.g. [[Bioretention]], [[permeable paving]] or [[dry ponds]], lateral drains should be spaced between 5 - 6 m apart. But when groundwater mounding must be minimized, this distance will be reduced and should be recalculated. − ---- − This recommendation is supported by an analysis of Hooghoudt's equation <ref>H.P.Ritzema, 1994, Subsurface flow to drains. Chapter 8 in: H.P.Ritzema (ed.), Drainage Principles and Applications, Publ. 16, pp. 236-304, International Institute for Land Reclamation and Improvement (ILRI), Wageningen, The Netherlands. ISBN 90-70754-33-9</ref><ref>W.H. van der Molen en J.Wesseling, 1991. A solution in closed form and a series solution to replace the tables for the thickness of the equivalent layer in Hooghoudt's drain spacing equation. Agricultural Water Management 19, pp.1-16</ref><ref>van Beers, W.F.J. 1976, COMPUTING DRAIN SPACINGS: A generalized method with special reference to sensitivity analysis − and geo-hydrological investigations, International Institute for Land Reclamation and Improvement (ILRI) Wageningen, The Netherlands</ref> in relation to loamy or clayey native soils, where ''K<sub>media</sub>''>>''K<sub>soil</sub>'', finds the first term of the numerator negligible, so that the original equation: − <math>Drain\ spacing=\sqrt{\frac{8K_{soil}d\left(D_{i}-D_{d}\right)\left(D_{d}-D_{w}\right)+4K_{media}\left(D_{d}-D_{w}\right)^{2}}{q}}</math> − may be simplified to: − <math>Drain\ spacing=\sqrt{\frac{4K_{media}\left(D_{d}-D_{w}\right)^{2}}{q}}</math> − {{Plainlist|1=Where: − *''K<sub>media</sub> is expressed in m/day − *''D<sub>d</sub>'' is the depth to the drain pipe (m) − *''D<sub>w</sub>'' is the minimum acceptable depth to the water table during infiltration event − *''q'' is the inflow volume expressed as a depth over the entire surface (m)}}
→Groundwater mounding
Note that this is a minor adaptation (metric units and formatting) from the original tool, written and [https://pubs.usgs.gov/sir/2010/5102/ hosted by the USGS].
Note that this is a minor adaptation (metric units and formatting) from the original tool, written and [https://pubs.usgs.gov/sir/2010/5102/ hosted by the USGS].
===Preventing groundwater interaction===
===Preventing groundwater interaction===