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<br /> <br />UTEXAS2 - VER. 1.209 - 11/23/87 - SN00004 - (C) 1985 S. G. WRIGHT <br />' Case 3 - Sandy embankment w/3:1 finish slope <br />reservoir pool level @ 4669.0 and 1:1 open pit side slope no water <br />on other side <br />Forced failure near pipeline <br />TABLE N0. 4 <br />***************************** <br />* NEW PIEZOMETRIC LINE DATA <br />LINE <br />N0. POINT X Y <br />1 - UNIT WEIGHT OF WATER = 62.40 Phreatic Surface <br />1 1 .000 59.000 Phreatic Surface <br />1 2 80.000 59.000 Phreatic Surface <br />1 3 158.000 69.000 Phreatic Surface <br />1 4 185.000 60.000 Phreatic Surface <br />1 5 225.000 60.000 Phreatic Surface <br />ALL NEW PIEZOMETRIC LINES DEF INED - NO OLD LINES RETAINED <br />