Upper Solu Hydroelectric Project (data taken from auto cad drawing) S.N. Chainage Backfill Height from top of pipe (m) Centre line level Max. Static Head (m) 1 0+000 1.06 1990.75 4.6 2 0+100 1.14 1987.616 7.734 3 0+200 2.95 1987.41 7.94 4 0+300 2.52 1987.203 8.147 5 0+400 2.29 1986.997 8.353 6 0+500 3.31 1986.791 8.559 7 0+600 1986.585 8.765 8 0+700 1.9 1986.379 8.971 9 0+800 2.6 1986.172 9.178 10 0+900 4.41 1985.966 9.384 11 1+000 1985.76 9.59 12 1+100 1.38 1985.554 9.796 13 1+200 1.16 1985.347 10.003 14 1+300 1.41 1985.141 10.209 15 1+400 0.9 1984.935 10.415 16 1+500 1.01 1984.729 10.621 17 1+600 1 1984.522 10.828 18 1+700 1.05 1984.316 11.034 19 1+800 1984.11 11.24 20 1+900 1 1983.904 11.446 21 2+000 1983.697 11.653 22 2+100 1.8 1983.491 11.859 23 2+200 1.09 1983.244 12.106 24 2+300 3.98 1983.079 12.271 25 2+400 1.69 1982.872 12.478 26 2+500 3.32 1982.666 12.684 27 2+600 3.35 1982.46 12.89 28 2+700 3.51 1982.254 13.096 29 2+800 2.04 1982.048 13.302 30 2+900 2.37 1981.841 13.509 31 3+000 1981.635 13.715 32 3+100 1981.429 13.921 33 3+200 1981.223 14.127 34 3+300 1.06 1981.016 14.334 35 3+400 2.05 1980.81 14.54 36 3+500 2.15 1980.604 14.746 37 3+600 1.97 1980.398 14.952 38 3+700 3.23 1980.191 15.159 39 3+800 1.29 1979.965 15.385 40 3+850 1.44 1979.828 15.522 Maximum Head Pond Level
