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<br />386 Compularional Fluid Dynamics <br /> <br />sides and around the tail end of the mid-channel gravel bar. At 2830mJls Wilh the <br />low and intermediate sand supplies, the results were similar, with the deposit reach- <br />ing capacity more rapidly with the intermediate sand su~ply. At 1270mJls. the sand <br />volume with the high sand supply matched the 2830 m Is results with the low and <br />intermediate sand supplies. Total deposition at 1270mJls with the low and inter- <br />mediate sand supplies was relatively small. <br />Considering only the sand deposited above the 708 mJ/s stage. the differences <br />between the volumes deposited with the thrcc sand supplies at 1270mJ/s were <br />relatively small (Figure 14.21). At 1270mJ/s, all thrcc sand conditions converged <br />to a similar sand volume; the deposit reached capacity within about 6-10 hours with <br />the high and intermediate sand supplies, whereas the deposit steadily grew over most <br />of the simulation with the low sand supply. The significance of accommodation <br />space created hy high stage was especially apparent in the results at 2830 mJ Is. At <br />2830 mJ Is, the sand deposits with the low and intermediate sand supplies were close <br />to capacity after ahout 12 hours and reached a volume about seven times larger than <br />with the lower discharge. With the high sand supply at 2830 mJ Is, sand deposit <br />volume was nearly double the volume obtained with the two other sand conditions <br />at 2830mJ/s (Figure 14.21). <br />A more narrow focus on the deposits in region J, the critical region near the <br />archaeological sites (Figure 14.22), showed a proportionately larger gap between the <br />deposit volume at 2830 mJ Is with the high sand supply and the other cases than was <br />evident for total depositional volumes for the entire reach (Figure 14.20). Total sand <br />deposition near J for all cases except for the high sand supply at 2830 mJ Is and the <br />low sand supply at l270mJls showed similar results at the end of the simulation. <br /> <br />. <br /> <br />Discharge (m3ts), send supply <br /> <br />. <br /> <br />60 000 <br /> <br />50 000 <br /> <br />;;- <br />.5.40000 <br />II <br />E <br />~ <br />~ <br />,., 30 000 <br />l1 <br />II <br />13 <br />~20000 <br />ell <br /> <br /> <br />. .... 1270,Iow <br />- - 1270, intermediate <br />- 1270, high <br />.....2830,low <br />- - 2830, intermediate <br />- 2830. high <br />- Zero line <br /> <br />-""' <br />- -" ~~. <br />--.. -" ....~...---.. <br />., .................... <br />, .-.- <br />. <br />. <br />. <br /> <br />10000 <br /> <br />--- <br /> <br />------- <br /> <br />24 36 48 <br />Time (hours) <br /> <br />Figu,. 14.21 Modelled change in sand dep05ir volume above the 708m3/s stage in thtt <br />Upper Unkar reach. <br /> <br />o <br />o <br /> <br />.., <br /> <br />....-.......---........ <br /> <br />12 <br /> <br />60 <br /> <br />72 <br /> <br />'. <br /> <br /> <br />. <br />