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<br />• <br />. ,.. <br />V <br />Y <br /> <br /> <br /> <br /> I <br /> <br /> O <br />O I <br /> <br />Q LY YiLIL \w. L.OLL•,~~L •~L•-1L.LL I I.L .~1• <br />D ~iLLaYY. I.•.• LILL• Y,L LL - ~I ~L ~ •L LLLLL• <br /> <br />u.•-nLl ~M1N - •n u,uR~ <br />• I <br />~ • <br />IL I~Y~1 <br />~ I.I\ I_1 LA NJ ,00.1 <br />Dq 11Y 1GC IILC1 ~ fDU1gC YllCS~ <br />O <br />O <br />O <br />` LI <br />t <br />> p <br />Y '~ <br />O <br />O <br />F - <br />~ ~ <br />y <br />O <br />Figure 5.23. Sedimentd elivery ratio versus size of drainage area, D~. Where <br />possible, site specific data should be used. (Boyce, 1975) <br />_~ <br />.111111111111111.1 <br />,. 11111111111' I'i~ <br />--- .~. ~.. .,lit li I <br />-..r'~I~iilll` !1'IIIIIII) It lill{ili 1 <br />. ~;~iii ,;.. i i 1 Iliii <br />II <br />- ~--- - ~- .............. .li ..•,. -i- <br />iil i; i i i li~lillll~ <br />Figure 5.24. Effect of relief-len?th ralio on delivery rztio, D~. (from Renfro, ]975) <br />• <br />