Laserfiche WebLink
<br />Chapter II, <br />The Physical <br />and Types of <br /> <br />Environment <br />Flood Proofing <br /> <br />Buildings on flood plains can be damaged by seepage of flood waters though walls and <br />foundations, by ground-water pressure on floor slabs and walls, by the backup of water <br />through sewerage systems, by the entrance of flood waters which overtop channel banks <br />and inundate flood plains, and by ice jams. The physical environment is an important fac- <br />tor in determining which sources of flood waters are present at a particular location, and <br />thus will influence the nature and design of flood proofing measures. <br />The permeability of the earth materials, the stability of flood plain slopes, and the <br />interconnection of flooding with the ground water resource are significant environmental <br />elements to be considered. Under some conditions, these environmental elements could <br />rule against the use of flood proofing, while in others the condition could promote the use <br />of flood proofing. <br /> <br />Permeability of Site Materials <br />The permeability of the materials at a building site largely determines the movement <br />of ground water aroup.d and under the foundation walls and floor slab. In some environ- <br />ments, ground-water pressure will build up against such buildings. In these situations a <br />drainage system can be considered as a means to relieve the ground-water pressure by <br />creating a cone of depression (pumping cone) under the building. <br />Permeability, in part, determines the level of the zone of saturation (commonly known <br />as the water table). Beneath this level, problems of underground seepage control are most <br />likely to be encountered. .However, such problems can also be encountered above this level <br />in areas which have localized "perched" water table conditions. <br />The range in permeability of some common types of earth material is presented in the <br />following table. In materials of low permeability, such as clay, the quantity of ground wa- <br />ter flow into underground openings is likely to be small even at "1'elatively high gradients <br />and could be drained only with a close network of tiles. In materials of high permeability, <br /> <br />TABLE 1: RANGE 1N PERMEABILlTY FOR SELECTED MATERIALS <br /> <br />Selected Materials <br /> <br />Range in Permeability <br />Low <br /> <br />Unweathered clays <br />Very fine sands, silts; <br />mixtures of sand, silt, and clay; <br />(Common Flood Plain Deposits) <br />Clean sands, mixtures of clean <br />sands and gravels <br />(Course textured alluvial fan, <br />glacial ouiwash) <br />Clean gravel <br /> <br />Intermediate <br /> <br />High <br /> <br />Very High <br /> <br />Source: Based on Todd,-Ground Water HydroloJiIT (1959),'p. 53. <br /> <br />7 <br />