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<br />UJil435 <br /> <br />sums the diversions for all ditches within the <br />stream sc:gment. <br /> <br />6. SS_K6 (fig. 4), which is the stream-segment <br />channel length, in miles. SS_K6 is derived from <br />the subreach channel lengths that were deter- <br />mined in the transit-loss study (Kuhn, 1988, <br />table 3). The channel lengths for all subreaches <br />within a stream segment were summed and are <br />included in the program code. <br /> <br />The unknown quantity in the stream-segment <br />computation" is SS_UJ (fig. 4); the following steps are <br />used in the stream-segment computations to derive the <br />unknown quantity; <br /> <br />I. Compute an initial estimate of NSF at the down- <br />stream gaging station; this estimate is equal to <br />SS_K4 (the total streamllow at the downstream <br />gaging ,tation) minus SS_K2 (the TRF at the <br />upstream gaging station) (see the "Assumptions <br />Used in the Computations' section, p. 8). <br /> <br />2. Compute a revised estimate of NSF at the down- <br />stream gaging station; this estimate is equal to <br />SS_K5 (the total NSF diversion in the stream <br />segment) plus the result from computation step I. <br />The revised estimate of NSF at the downstream <br />gaging ,tation is the conditional NSF, provided <br />there had not been any NSF diversions in the <br />stream segment. <br /> <br />3. Compute the estimated total NSF loss or gain in the <br />stream segment; the total NSF loss or gain is <br />equal to SS_K3 (the NSF at the upstream gaging <br />station) minus the result of computation step 2. <br /> <br />4. Compute SS_U I [the estimated NSF loss or gain in <br />the stream segment, in cubic feet per second per <br />mile (fig. 4)J, which is equal to the result from <br />computation step 3 divided by SS_K6 (the <br />stream-segment channel length). <br /> <br />When the stream-segment computations are <br />completed, the accounting-program computations <br />proceed to the subreach computations; the result from <br />computation step 4 of the stream-segment computa- <br />tions is used in the subreach computations. Because <br />node E (fig. 2, table I) is the la"t gaging station, the <br />stream-segment computations are not made for <br />subreach 14 (there is no downstream gaging station to <br />define a stream segment); therefore, NSF loss or gain <br />is assumed to be zero in subreaeh 14 (Kuhn, 1988, <br />p.81). <br /> <br />., <br /> <br />Subreach Computations <br /> <br />The subreach computations are. diagramed in <br />figure 5; to perform the subreach computations, the <br />following subreach known quantities (SR_Kx, where <br />x is a number) need to be defined: <br />1. SR_K 1 (fig. 5), which is the TRF at the upstream <br />node. For most sub reaches, SR_K I is equal to <br />SR_U3 (the TRF at the downstream node) from <br />the computations for the previous subreach <br />(fig. 5). For a subreach with the upstream node at <br />node A I, B, C, D, or E (fig. 2; table I), SR_KI is <br />equal to SS_K2 (the TRF at the upstream gaging <br />station) from the stream-segment computations <br />(fig. 4). <br />2. SR_K2 (fig. 5), which is the NSF at the upstream <br />node. For most subreaches, SR_K2 is equal to <br />SR_U I (the NSF at the downstream node) from <br />the computations for the previous subreach <br />(fig. 5). For a subreach with the upstream node at <br />node B, C. D, or E (fig. 2; table I), SR_K2 is <br />equal to SS_K3 (the NSf at the upstream gaging <br />station) from the stream-segment computations <br />(fig. 4); howeve.r, iftheupsueam node is node <br />A I , then S R_K1 is equal to the sum of ( I ) the <br />daily mean discharge at station 07105500 <br />(node A, table I), (2) the native return-flow <br />discharge at the CCS WWTF, and (3) the esti- <br />mated NSF loss or gain between nodes A and A I <br />(fig. 2; table I). The estimated NSF loss or gain <br />between nodes A and A I is computed by multi- <br />plying SS_U I [the stream-segment NSF loss or <br />gain (fig. 4)] by the channel length between <br />nodes A and A I (0.6 mil. <br />3. SR_K3 (fig. 5), which is the total NSF diversion <br />between the nodes. The NSF diversions are input <br />individually for each ditch, and the program <br />sums the diversions for all ditches within the <br />subreach. <br />4. SR_K4 (fig. 5), which is the subreach channel <br />length, in miles. Values for SR_K4 were deter- <br />mined in the transit-loss study (Kuhn, 1988, <br />table 3) and are included in the program code. <br />The unknown quantities in the subreach compu- <br />tations are SR_U1, SR_U2, and SR_U3 (fig. 5); the <br />following steps are used in the subreach computations <br />to derive the unknown quantities: <br />I. Compute the NSF at the upstream node that is to be <br />routed through the subreach to the downstream <br /> <br />..j <br />~~.. <br /> <br />.., <br /> <br />...., <br /> <br />.... I <br /> <br />DESCRIPTION OF THE ORIGINAL TRANSIT-LOSS ACCOUNTtNG PROGRAM 9 <br /> <br />.... <br />