Improve water retention

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Improve water retention

Improve water retention01. Water flow quantity improvement

General description

Water retention and runoff can be altered by different factors such as changes in land cover, soil structure and compacting, stormwater management, loss of floodplains and wetlands. Loss of water retention combined with accelerated runoff typically increases the frequency and magnitude of flood peaks and reduces the availability of water to streams during low flow (base flow) periods (Saldi-Caromile et al., 2004). The alternatives for improve water retention may be applied in combination with other restoration measures (e.g. restoring side channels or former meander is firstly done for restore channel morphology and lateral connectivity but also increases infiltration area) at different spatial scale and location (riparian zone, nearby land, etc). Some techniques for improve water retention are:

  • Changes in land use and cover
  • Improve stormwater management
  • Reduce and limit the amount of impervious surfaces in the watershed
• Change land use practices and zoning regulations to limit the allowable percent of impervious surface in the watershed
• Decommission roads
• Use pervious pavement alternatives where feasible


Applicability

Watershed treatment involving the establishment of tree, bush and other plant cover is widely used as a way of reducing runoff and increasing infiltration. However, the effect depends on the balance between improvements in infiltration caused by increased vegetation and relative changes induced in evapotranspiration

Expected effect of measure on (including literature citations):

  • HYMO (general and specified per HYMO element)

Replacement of conventional pipe stormwater systems by bio-filtration stormwater management leads to a decrease on urban runoff, lower peak discharges, delay on stormwater discharge, and shorter duration (Lloyd et al., 2002).

  • physico � chemical parameters

Concentrations of Total Suspended Solids (TSS), Total Phosphorus (TP) and Total Nitrogen (TN) discharged from the bio-filtration system are typically lower than pollutant concentrations discharged from the piped system (Lloyd et al., 2002).

  • Biota (general and specified per Biological quality elements)
BQE Macroinvertebrates Fish Macrophytes Phytoplankton
Effect + + + o

Temporal and spatial response

Pressures that can be addressed by this measure

Cost-efficiency

Stormwater Best Management practices have a good cost-efficiency. Replacement of conventional pipe systems by bio-filtration systems supposes little increase on project implementation and brings environmental, economical and social benefits (water quality improvement, aesthetic and recreational values).

Case studies where this measure has been applied

Useful references

Bescansa P., M.J. Imaz, I. Virto, A. Enrique, W.B. Hoogmoed (2006). Soil water retention as affected by tillage and residue management in semiarid Spain. Soil & Tillage Research 87: 19–27

Bruijnzeel LA (1990). Hydrology of moist tropical forests and effects of conversion: a state of knowledge review. Paris: UNESCO International Hydrological Programe.

Lloyd S.D., T.H.F. Wong and C. J. Chesterfield (2002) Water sensitive urban design- a stormwater management perspective. [1]

Peterson, J.T. and T.J. Kwak. 1999. Modeling the effects of land use and climate change on riverine smallmouth bass. Ecological Applications 9: 1391-1404.

Saldi-Caromile, K., K. Bates, P. Skidmore, J. Barenti, D. Pineo. 2004. Stream Habitat Restoration Guidelines: Final Draft. Co-published by the Washington Departments of Fish and Wildlife and Ecology and the U.S. Fish and Wildlife Service. Olympia, Washington.

Other relevant information

Improving Stormwater Detention Basins for Better Stormwater Management (PEC's Stormwater Management Facility Retrofit Program. This fact sheet highlights design concepts for stormwater best management practices (BMPs) in urban areas.[2]

Watershed Forestry Resource Guide: Reducing stormwater runoff [3]