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<br />N <br /> <br />t <br /> <br /> <br />o <br />. <br />. <br />~ <br /> <br />~ <br />~- <br />Z e <br />iaf <br />Ii <br /> <br />t;/fle <br />"''''--'' <br />c........l <br /> <br />Wotershed BDundary <br />Subrone8oundory <br /> <br />Figure 2.2. Dividing the flood plain area into subzone~ <br /> <br />I. Natural topography and streel <br />configurations. <br />2. Location of rainfall and stream- <br />flow gages. <br />3. Objectives of the study, for ex- <br />ample, different boundaries <br />might be chosen for investigations <br />involving (a) storm characleris- <br />tics, (b) land use, and (c) the <br />design of flood control structures. <br />4. Locations and densitities of di- <br />versions. <br />B. A subwalershed model requires thai <br />all outflow from a subzone be de- <br />fmed and preferably be at a single <br />point. A single oulflow point is not <br />essenlial, but it simplifies model de- <br />velopment. <br />II. Determine the impervious cover associated <br />with roads, buildings, parking iots, and <br />sidewalks. The use of large scale aerial <br />pholographs (in this study, a scale of I" <br />= 400' was used) greatly reduced the work <br />involved. It is possible to work directly <br />on the aerial photographs, delineating <br />boundaries, subzones, and units within <br />subzones by means of wax pencils of vari- <br /> <br />ous colors. The imporlant parameter is <br />the lotal impervious area, but the addi- <br />tional work necessary to differentiate <br />among roads, buildings, parking lois, and <br />sidewalks often is worthwhile. With this <br />information, the research can examine the <br />effects of a parlicular kind of impervious <br />cover on the runoff characleristics of the <br />watershed. In addition, the infornation <br />is useful for economic analysis. The fol- <br />lowing procedure is suggested for deler- <br />mining average values of various kinds of <br />impervious cover within a study area. <br />A. Choose a set of residential blocks <br />that includes a represen tative of <br />each type of block within Ihe water- <br />shed. <br />I. For each block chosen, carefully <br />measure each type of impervious <br />cover. The total area of the block <br />is considered to be the area en- <br />closed within lines joining the <br />midpoints of Ihe inlersections of <br />adjacent roadways (see Figure <br />2.3). Linear measurements can <br />be made wilh a scale and a roto- <br />meter. A planimeter is also use- <br />ful. <br /> <br />( <br /> <br />) l.. <br />.. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />THoretl"1 ~OUf.ldory <br />of on urban bJock <br />I,,*ottd .., --- <br /> <br /> <br />CUM aGUTTE <br /> <br />SIDEWALK <br /> <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />+- - --ROAD-------+ <br />~( <br /> <br />DRIVE WAY <br /> <br />') ( <br /> <br />Figure 2.3. Typical urban residential block showing <br />the pervious and the impervious areas. <br /> <br />16 <br />