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<br />ERRATA - HYDRAULIC DESIGN SERIES NO.1, SECOND EDITION, 1970, "HYDRAULICS <br />OF BRIDGE WATERWAYS" <br /> <br />Pages v-x: Change to pages iii-viii, respectively. <br /> <br />Page v, References to the "Bureau of Public Roads" <br />should be changed to "Federal Highway <br />Admi ni strati on." <br /> <br />Page v, Last Paragraph: Carl S. Izzard to <br />Carl F. Izzard. <br /> <br />Page 9, Column <br />Change <br /> <br />1, 9th line from the bottom: <br />"W II to IIW II <br />P P . <br /> <br />2, 4th line from bottom of page: <br />"advi se" to "advice." <br /> <br />Page 11, Column <br />Change <br /> <br />Page 13, Column 1, line 19: Change "solutions," to <br />"solutions;". <br /> <br />Page 13, Column 2, line 8: Insert "for flow at nonnal <br />stage" between "constriction*" and "or". <br /> <br />Page 21 , <br /> <br />Figure 7: Change ordi nate ti tl e III!JK.Il to <br />11M( II <br />P . <br />Column 2, 3rd line from bottom: Change "h */h <br />+ h *11 to "hb*/(hb*+h3*)". b b <br />3 <br /> <br />Page 15, <br /> <br />Page 41 <br /> <br />Paragraph 7.4 Enlarged Waterways. Add: <br />Any proposal to reduce backwater by excavation to <br />enlarge a bridge waterway area should be carefully <br />studied. If there is reason to bel ieve that the <br />enlarged area cannot be maintained or that the <br />stability of the stream will be disturbed, alternate <br />solutions such as additional spans should be considered. <br /> <br />through 44: Beginning with Equation (20), <br />Change all upper case symbol s "Yu", '''Y'' and <br />"Y3" to lower case. <br /> <br />Page 41, Column 2, Lines 7 and 10: Change "c/ to "Cd". <br /> <br />Page 39, <br /> <br />Page 51, Column 1, Line 7: Change "normal to" to <br />"at an angle with". <br /> <br />Page 51, Column 1, Line 18: Change "bridge embankment" <br />t()~"bri_d~e approach embankment". <br /> <br />For sale by the Superintendent of Docwnents. U,S. Government Printing Office <br />Washington, D.C. 20402 <br />Stock No. 050-0J1-(H>133-1 <br />