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<br />..-.. Dra" <br />"" -..... , . mage Divide ......... <br />, ~.._'.._..--... <br />.' Middle " <br />Third" Upper' <br />\ Third <br /> <br />/.. <br />: \ <br />/ '. <br />: I I <br />(Upper <br />Third <br />. <br />. <br /> <br />I <br />.- <br />. <br />\ <br />. <br />. <br />r <br /> <br />. <br />',Or <br />q~ <br />.. <br />..~19 <br />-,0. <br />"2- <br />c;. <br />. '" <br /> <br />r <br />. <br />. <br />---1 <br /> <br /> <br />. <br />. . <br />'\ Lower / <br />Third /., <br /> <br /> <br />oji/ <br /> <br />A Long, narrow basin <br /> <br />\ <br />. <br />'- <br />\ <br /> <br /> <br />Lower <br />Third <br /> <br />. <br />. <br /> <br />\ <br /> <br />. <br />. <br /> <br />..~. <br /> <br />.-. <br />/' ............ 0 <br />. -(r~_ <br />. Upper '.''1: <br />( .~ <br />Third X 4;... <br />- - , .....Q!: <br /> <br />") -- "~ <br /> <br />. "- <br /> <br />L- "\ " <br />__ Middle " <br />. '" . <br />. '" Third \ . <br />\ ~~;;r "'\ \ <br />. <br /> <br />'\ \ \ <br /> <br />I <br /> <br />"_" / I) <br />"""- . 4 _ I. <br />..~J.--"" <br /> <br />. <br /> <br />\ <br /> <br />. <br /> <br />I <br /> <br />Outlet <br /> <br />. <br />. <br /> <br />B Fan-shaped basin <br /> <br />-" <br />" <br /> <br /> <br />. <br />\ <br /> <br />. <br />./ <br /> <br />\ <br />,y' <br /> <br />\ <br />\ ,,-' <br />.J-..--" <br /> <br />Outlet <br /> <br />C Short, wide basin <br /> <br />Figure 2. Schematic of typical drainage basin shapes and subdivision into basin thirds. Note that <br />stream-channel distances within any given third of a basin in the examples are approximately equal, <br />but between basin thirds the distances are not equal, to compensate for relative basin width of the thirds. <br /> <br />Indices of Urbanization <br /> <br />Impervious area, lA, is a significant variable in <br />some of the regression equations, particularly for low <br />recurrence intervals. It is defined as the percentage of <br />the drainage basin occupied by impervious surfaces. <br />The IA variable was computed from the best available <br />maps or aerial photographs showing buildings, streets, <br />parking lots, and other impervious surfaces. Field inspec- <br />tions to supplement the maps were useful. Impervious <br /> <br />Several parameters were evaluated for each basin <br />in an attempt to measure the degree to which a basin <br />had been urbanized. Among these indices are percentage <br />of the basin occupied by impervious surfaces; population <br />and population density determined from Census Bureau <br />data for 1970; and basin response time, or lagtime. <br /> <br />Data Base 7 <br />