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<br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />0746 <br /> <br />two percept. Apparently the runoff per square mile for the basin above <br /> <br />Trinidad is uniform, and considering the paucity of precipitation <br />stations, the method of USing runoff per unit area for estimating flows <br />at the trinidad dam site was adopted. The estimated monthly and annual <br />flows in acre-feet at the rJ:'inidad dam site are shown in table 11. The <br />estiMated flo~s shown in table 11 do not reflect the effects of irrigation <br />regulation that exist between the Trinidad gaging station and the reservoir <br /> <br />area.. <br /> <br />19 <br /> <br />APPENDIX B <br /> <br />