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Stream Channel Paremeters <br />. Exhibit 55A and Changes Due to Mining-Induced Subsidence Page 9 <br />Channel Width Channel Depth <br />Slope Increase Lazger Smaller <br />Due to Subsidence <br />Slope Decrease Smaller Lazger <br />Due to Subsidence <br />The deformation of the ground surface due to subsidence results in a change in the existing <br />channel slope. The magnitudes of these slope changes were first computed based on the <br />subsidence model output, then the changes were applied to the existing channel slope to <br />determine the ensuing channel slope. For purposes of determining changes in channel hydraulic <br />chazacteristics, the channel slope near the confluence or mouth of each drainage was used so that <br />the contribution of the entire basin was included. <br />Utilizing channel regime relationships developed by the geomorphic engineering profession, it <br />was determined that over a 3- to 5-year period or more, the channel hydraulic characteristics <br />would change as shown in Table 5. The changes in depth and width are the maximum computed <br />values considering both a slope increase and slope decrease. However, it should be recognized <br />that the maximum changes in channel width and depth would not occur over the same channel <br />reach. <br />CHANGES IN SEDIMENT YIELD <br />The mean annual sediment yield for each of the 11 basins will not change except for minor <br />channel cutting and channel filling extending over a 3- to 5-yeaz period resulting from the <br />geomorphological tendency for the existing channels to either be cut or filled. Overall, there will <br />be a tendency for these changes in sediment production to balance out within the basins. <br />Referring to Table 2, it is noted that the mean annual sediment yield for the subject basins ranges <br />from approximately 6 to 220 cubic yards per yeaz. These sediment yields are not expected to <br />• change by more than about 5 percent due to any change in hydraulic characteristics resulting <br />DRAFT <br />