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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />FIGURE 1-3 <br /> <br /> BEGINNING BEGINNING <br /> OF JUMP OF JUMP <br />0.6 06 <br /> (A) USBR (B) USBR <br /> TYPE n BASIN CHUTE TYPE m BASIN <br /> (DENTATED END SILL) BLOCKS <br />0.6 CHUTE I 06 I <br /> INTERMEDIATE <br /> BLOCKS DENTATED BLOCKS ENO <br /> END SILL SILL <br />04 04 <br />Cp cj, Cp <br />02 0.2 <br /> " <br /> 50 0 50 <br /> 40 -~ 0 10 20X/YI 30 40 <br />OB oe <br /> IC) BASE OF USBR (D)CHUTE USBR <br /> TYPE n BASIN TYPE m BASIN <br /> CHUTE JUMP ON 30" CHUTE BLOCKS (WITHOUT INTERMEDIATE <br />06 0,6 I BLOCKS <br /> cp <br /> END <br /> SILL <br />0,4 I 011 <br />Cp Cp <br />0,2 ! 0,2 <br /> STANDARD . <br /> V ,- DEVIATION, Cp <br /> ./ <br />0- 0 <br />-~ 0 10 20 30 40 50 -5 0 10 20 30 40 50 <br /> X/Y, XIV, <br /> <br /> <br /> <br /> <br /> <br />COEFFICIENT OF PRESSURE FLUCTUATION, Cp <br />IN A JUMP ON A USBR n OR m BASIN <br /> <br />(Ref" TOIO, 1966) <br /> <br />1-5 <br />