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<br />., <br /> <br />i <br />I <br />" <br />I <br /> <br />, i <br /> <br />~ <br />".; <br /> <br />" <br />,'. <br /> <br />..;' <br />~i <br />~:~ <br />:..:i' <br />~ <br /> <br />'"J <br />". ~-; <br />:,) <br />.... <br /> <br /><~j <br />':.:i <br />, <br />. ;.,~ <br /> <br />..~J <br /> <br /> <br />9 <br /> <br />N <br />00 <br />~ <br />W <br /> <br />"concentrated flow erosion". Rill erosion in the last 20 yearEl, has <br />become predominantlY associated with cultivated cropland erosion in <br />the phrase "sheet and rill erosion" and the USLE. concentrated <br />flow erosion is defined as storm related natural flow paths where <br />sediment is eroded and transported during, storm events. These <br />paths are not gullies but can eventually become gullies in some <br />cases. The flow paths can ,laterally develop as well as developing' <br />more tributary paths. These flow paths enter into major channels <br />or gullies or may distribute into lower sloping depositional zones. <br />The result can be ,significant sediment loss over a wide area of <br />land. This, is the type of sediment yield and erosion process ,that <br />the PSIAC sediment' yield procedure was developed to characterize. <br /> <br />The reference to landslide erosion should be eliminated. This type <br />of erosion can be characterized by a direct volume measurement <br />estimate method and should not be included in the PSIAC procedure. <br /> <br />In the 10 point category the (b) wind erosion portion should be <br />eliminated. If wind erosion is a significant problem, then a.wind <br />erosion equation (USDA, SCS, 1984) should be used to characterize <br />the problem. The wind erosion values can be used in conjunction <br />with the PSIAC sediment yield and other data to fully characterize <br />the erosion and management problems of a geomorphic unit. <br /> <br />The percentage value of the surface area of a geomorphic ,unit used <br />to rate this factor should be developed in relationship to the <br />percentage value of effective ground cover (f). The sum of upland <br />erosion area (h) and ground cover (f) cannot exceed 100% and in <br />reality should not equal 100%. The potential area open to <br />concentrated overland flow erosion is not the total remaining area <br />after effective ground cover, is estimated. The, percentage of <br />surface area assigned to th~sfactor should be developed by direct <br />observation of the density of concentrated flow paths", the <br />opportunity for sheet flow sediment yield between developed flow <br />paths and the opportunity for development of new concentrated flow <br />paths. This percentage figure should be assigned to the nearest <br />five percentage points. An Upland Erosion rating chart is inCluded <br />on the Revised PSIAC Rating Sheet. <br /> <br />Experienced judgement and field observation are the main tools for <br />developing the FWP and FWOP conditions for this factor. Should an <br />area that ,is in good management condition be locally analogous to <br />the one under study, it can be used as a guide for rating the' <br />future conditions. <br /> <br />Modification 14: A comparison of the rating of factors <br />(a,b,c,d,e,f,g) that affect sediment yield to the rating of active <br />sediment yield factors (h, i) as stated in the PSIAC procedures <br />(1968, page 2) is a recommended step in the rating process that <br />should occur in the field. It is proposed that a value of 10 <br />points be used as a maximum difference between the two factor <br />values. Any differential value greater than 10 points should <br /> <br />'. <br />