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<br />nemR/ "::'" l,mM'" I~~/- "'''"'''''>IT /":""D'/ UNO ;:;~-' =,,~;;f: "'''i,:''''''j'':''''ATW",
<br />OFF COVER USE AND FIEIJ) OF AND
<br />SOILS ER.O- SErlDlENJ: DATA SOLUTION APPLICABILITY
<br />SIaN TRANSPORT
<br />
<br />l/llJldfilJllllillllfjjjflll18/
<br />
<br />o
<br />Q
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<br />X
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<br />x
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<br />
<br />x
<br />,
<br />
<br />x
<br />,
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<br />x
<br />
<br />NO PREDICTIVE EQUATION. DATA
<br />RELATES SOIL ERODIlHLITf TO
<br />WATER. SOLUBLE AGGREGATES) 3_
<br />EQUATION UNIVERSALLY APPLIC_
<br />ABJ.,E IF COEFFICIENTS ARE
<br />DETERMINED.
<br />
<br />FOSTER AND MEYER
<br />
<br />x
<br />,
<br />
<br />x
<br />,
<br />
<br />X
<br />D
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<br />
<br />MEEU'.IIG
<br />
<br />x X X X
<br />D D ,
<br />
<br />x
<br />,
<br />
<br />x
<br />,
<br />
<br />X
<br />D
<br />
<br />x
<br />
<br />EQUATIONS nF:J:ERMINE RELAilllE
<br />ERODIBILITY Bur AT A CONStANT
<br />RATE OF PRECIPITATION.
<br />
<br />MEYER AND WISCIlMEIR
<br />
<br />, x
<br />, ,
<br />
<br />X
<br />D
<br />
<br />x
<br />,
<br />
<br />x
<br />,
<br />
<br />x x
<br />, D
<br />
<br />x
<br />
<br />EQUATION lJNlYERSALLY APPLIC-
<br />ABLE BUT COEFFIC'LENTS lHl'F-
<br />lCULT TO DETERMINE.
<br />
<br />'"
<br />
<br />MUSGRAVE
<br />
<br />x
<br />,
<br />
<br />x X
<br />D ,
<br />
<br />x
<br />,
<br />
<br />x
<br />,
<br />
<br />,
<br />,
<br />
<br />x
<br />,
<br />
<br />,
<br />
<br />EQUATION UNIVERSAllY AFPLIC-
<br />ARLEBUTLIMITEDIOSLOPES
<br />LESS TIIAl'l 20 PERCENT.
<br />
<br />WlSCllMEIR ANn SMlTIl
<br />
<br />x
<br />,
<br />
<br />x x x x
<br />" ,
<br />
<br />x
<br />,
<br />
<br />x
<br />,
<br />
<br />x
<br />,
<br />
<br />x
<br />
<br />. .
<br />
<br />EQUATION UNlVERSl\LLY APPLlC-
<br />ABLE BlJT LIMITED TO SLOPES
<br />LESS THAN 20 PERCENT.
<br />EQUATION APPLICABLE MAINLY
<br />IN LARGE WATERSHEDS BUT llEEDS
<br />SEDIMENT TRANSPORT DATA.
<br />
<br />ANDERSON
<br />
<br />,
<br />
<br />,
<br />
<br />x
<br />,
<br />
<br />x
<br />,
<br />
<br />x X
<br />D
<br />
<br />x
<br />,
<br />
<br />X
<br />D
<br />
<br />x
<br />
<br />X
<br />D
<br />
<br />x
<br />,
<br />
<br />x
<br />,
<br />
<br />x x
<br />
<br />x
<br />
<br />x
<br />
<br />X
<br />o
<br />
<br />BRANSON AND OWEN
<br />
<br />,
<br />
<br />, ,
<br />
<br />,
<br />,
<br />
<br />X
<br />o
<br />
<br />x ,
<br />D
<br />
<br />, .
<br />
<br />EQUATlON UNIVERSALLY APPtIC-
<br />ABLE BUT CORRELATION COEFFI_
<br />C!EN'rS FOR UCH MU!A lillSi BE
<br />DETERMINED.
<br />EQUATION UNI'lEltSA1.l..'lll?PLlC_
<br />ABLE ESPECIALLY IN WESTERN
<br />UNITED STATES.
<br />
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<br />"
<br />~
<br />~
<br />ffl
<br />
<br />'''''"''
<br />
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<br />x
<br />,
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<br />x x ,
<br />" D
<br />
<br />x .
<br />
<br />.
<br />
<br />NEGEV
<br />
<br />x
<br />
<br />,
<br />
<br />,
<br />
<br />,
<br />
<br />EQUATION UNIVERSALLY APPLIC-
<br />ABLE BUT NEEDS PIU:CIPtTAnON
<br />AlID RUNOFF DATA.
<br />
<br />RENARD
<br />
<br />x x x
<br />, , ,
<br />
<br />x
<br />,
<br />
<br />x , x
<br />,
<br />
<br />* EQUATION APPLICABLE UNlVERS_
<br />ALLY IF RUNOFF GENERATION
<br />ME'rWJn AVhllJUlLE. Y
<br />
<br />TM1JI1
<br />
<br />x
<br />,
<br />
<br />,
<br />D
<br />
<br />X
<br />o
<br />
<br />,
<br />D
<br />
<br />x
<br />,
<br />
<br />x
<br />
<br />.
<br />
<br />EQUATtoN ll'P"LTCALLE TO SDl.1TIl-
<br />mHr.h2l}!6~D &S~M:iSEFF~WS
<br />DATA.
<br />
<br />X DATA NEEDED TO FORMULATE l1ETHOD
<br />o DATA USED TO SOL.VE DERIliED MEnIOn
<br />" MISCELLANEOUS INFORMATION ON COST AND DATA QUTFUT
<br />1/ C1l.ANNEL SLOPES ARE NEEDED FOR RENARD'S METHOD
<br />11 USED WITH EPIlEMERAL STREAM MODEL IN SOUTHWESTERN UNITEP STATES
<br />
<br />Table l.-Sunnnary table of on-site erosion and sediment yield methods
<br />
<br />
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