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<br />,., ... <br /> <br />Retention-Svstems <br />-wer"Pbnds <br /> <br />Rla'ijt~msfds <br /> <br />The thickness of ice can be estimated using Stefan's equation (Marsalek, 2000): <br />h = a (Dr)" <br />where: h is the ice thickness in mm <br /> <br />a is a coefficient of ice growth <br />Dr is the sum of freezing degree-days <br />The values for the coefficient for ice growth are shown below. <br /> <br />Condition <br /> <br />a (mmOC-o.sd.{).S) <br /> <br />Theoretical Maximum <br />Windy Lake with No Snow <br />Average Lake with Snow <br />Average River with Snow <br />Shelter River with Rapid Flow <br /> <br />34 <br />27 <br />17-24 <br />14-17 <br />7-14 <br /> <br />Work done a pond in Kingston, Ontario, indicated that a coefficient value of 15 produced results close to measured <br />values. The pond operated with a constant subsurface inflow, which tended to limit the buildup of ice. In general, it <br />is expected that most ponds will be small enough and will receive sufficient inflow to behave more like a river (in <br />terms of ice buildup) than a lake. Where possible however, the designer should consult with the local authorities <br />concerning local knowledge on ice depths (Ontario Ministry of the Environment, 1999). <br /> <br />Snowmelt runoff events in Minnesota may convey high concentrations of urban runoff pollutants to stonnwater <br />ponds and other receiving waters. Recommendations to manage this potential influx of contaminated snow and ice <br />melt include: incorporating extended storage (see the Extended Storage Ponds BMP Section) in the pond design, <br />installing grass swales in the drainage system ahead of stormwater ponds, and storing contaminated snow and ice <br />where debris and petroleum products are less likely to be transported to the pond (Oberts, 1991). <br /> <br />Water can flow over the ice in stormwater ponds during spring thaw, and may carry sediment directly out of the <br />pond outlet. If this is a concern for a particular pond design, it is generally a good idea to incorporate extended <br />storage capability oflhe pond. In this type of design, increasing the volume of the pond above the permanent pool <br />can also enhance winter runoff trealrnent. One can also increase the depth of the pond below the water quality <br />spillway, thus allowing more room for the ice to collapse into the pond. Iflhe pond is located in an area with a high <br />water table, it may not be feasible to make this design modification. <br /> <br />Standpipe outlets may be destroyed by ice movement in winter. Standpipes are not recommended unless they are <br />designed to withstand ice movement. <br /> <br />In Minnesota's urban areas, snow piles are often created in parking lots, along streets and elsewhere. Store snow <br />where debris oil and other materials cannot readily enter waters of the state. Discharge of such materials directly <br />to waters of the state is prohibited. So, snow-storage areas that minimize surface-water impacts should be <br />planned. <br /> <br />3-262 <br /> <br />Minnesota Urban Small Sites 8MP Manual <br />