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<br />60154'1 <br /> <br />small flood events. For a single structure, the greatest reductions will <br />occur immediately downstream from the pond and the effect of the pond <br />will continually decreas e in a downstream direction. <br /> <br />_~~~~f~~~ <br />,:.-;;'Jk~ <br />~r~~~ <br /> <br />Sedimentation <br /> <br />~tfifl <br />1;~,~:'~ <br /> <br />.~. ~:~~~: ',~~~ <br />l~::;~;..:;'/ <br />S~fi~~~~~~ <br />:,:f;,'I..:.',." <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />~~(?:~t~ <br /> <br />The,downstream effects of stock ponds on sedimentation can be <br />highly variable depending uponthreeinfluences. These are: (1) their <br />location relative to major sou.rces of sediment in a drainage basin; (2) <br />the trap efficiency of the stock ponds in the area; and (3) theposs ibili- <br />ties for re-entrainment of sediment by channel erosion below the stock <br />ponds. <br /> <br />In many sections of the Southwest, the major sediment source <br />consists of erosion in alluvial channels. Stock ponds, on the other hand, <br />are frequently located on small upland tributaries where this type of ero- <br />sion has not developed and sheet erosion is minor in nature. In such <br />instances, the presence of stock ponds has little effect on sediment con- <br />centrations downstream. Where sheet erosion is a significant contributor <br />of sediment, the stock ponds may cause some reduction in sediment yield, <br />depending on the percentage of total watershed area above them. <br /> <br />The ability of stock ponds to trap a large portion of the sediment <br />delivered to them, termed their trap efficiency, can have a significant <br />effect on downstream concentrations. Occas ionally ponds are built large <br />enough to hold all or most of the water during infrequent flood events. In <br />such instances, practically all sediment will be depos ited and only small <br />quantities of clear water will be released. Where capacities provide <br />storage only for annually recu rring events, a large volume of sediment <br />may pass over the spillway during the less frequent events, since the <br />higher concentrations of silt occur at 'such times. As the capacity of <br />ponds is progress ively reduced with time, their efficiency in trapping <br />sediment also reduces. The time factor causes stock ponds to ,have a <br />continually decreasing downstream influence, in areas of extensive ero- <br />s ion, but it has only a minor influence in areas of limited eros ion. <br /> <br />Deposition of sediment in stock ponds may cause increased ero- <br />sion of the channel downstream because of clarifying the water as it is <br />stored in or passes through the pond. This phenomenon can be of impor- <br />tance if erodible material is available in the downstream release channel. <br />The sediment transport capacity of any stream is complex in nature. <br />Whether or not' a downstream recovery of se,diment deposited in a stock <br />pond will occur depends upon many factors, such as texture and erodibility <br />of the material through which the discharge flows. <br /> <br />':--'i.t:~::;(. <br />'>>-..:1::.;~<: <br /> <br />~'~"'-'.~:~}', " <br />f:;::,:!:::-:'5:;~ <br />{'-,' "r <br />" . ~". <br />......:;.,;:::,;: <br />",' . <br />;;"",.-,,",;!,.: <br /> <br />"-":"" <br />'-',""-.-;' <br /> <br />.,.,'-. <br />. ..... , <br />':" ,{::: <br /> <br />.Y'-'." <br /> <br />54 <br /> <br />. ;'1.', <br /> <br /> <br />""<"1' "P,._;" <br />C',," ",_<',," <br />'0' ~-... <br /> <br />,.).t~,;...,.>i~Qi~Si{~1;e.'<Fr:i.~;~'::~;.(~~ <br />. -,-:-, ,; , , -~ ," <br /> <br />;~-j,-,;;:'; <br />