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<br />TABLES <br /> <br />Page <br /> <br />Table 1. Inventory of streamflow records used to develop <br />flood-volume frequency relations . . . . . . . <br /> <br />7 <br /> <br />2. Maximum discharge expected to endure for selected <br />periods at streamflow gaging stations. . . . . . . <br /> <br />12 <br /> <br />VIII <br />