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<br />. <br />I <br />,. <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br /> <br />I <br />I <br />I <br />I <br /> <br />, <br /> <br />I <br />I <br />II <br />'I <br /> <br />I <br /> <br />I <br /> <br />hydrograph points taking stream flow time into consideration. This <br /> <br />method was used to check the results of the City method of computation. <br />A third check was made using the HEC-l computor program. Some data ~ <br />. <br />was varied in the computor programs to determine probable differences~ <br /> <br />. in flow assuming changes in antecedent moisture. <br /> <br />These computations indicate that while <br /> <br />flooding in the developed portion of the basin will be relatively <br /> <br />minor, some changes"must be made in the drainage systems of the older <br /> <br />developed areas to prevent damage. <br /> <br />-17- <br />