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<br />7.2.11 Channel Stability Inves~igations <br />7.2.12 Short-term Response <br />7.2.13 long-Term Response <br /> <br />VII-7 <br />VII- 7 <br />VII-S <br /> <br />I <br />J <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />~ <br />. <br /> <br />T ABLE OF CONTENTS (Continued) <br /> <br />Page <br /> <br />CHAPTER VII - DESIGN CONSIDERATIONS FOR HIGHWAY ENCROACHMENT <br />AND RIVER CROSSINGS (Continued) <br /> <br />7.3 Procedure for Evaluation and Design of River Crossings <br />and Encroachments <br />7.3.1 Approach to River Engineering Projects <br />7.3.2 Initialization of the Project <br /> <br />VII-9 <br /> <br />VII-9 <br />VII-II <br /> <br />7.4 Conceptual Examples <br /> <br />VII -13 <br /> <br />7.5 Practical Examples of River En~roachments <br />7.5.1 Cimmarron River, East of Dkeene, <br />Oklahoma (Case I) <br />7.5.2 Arkansas River, North of Bixby, <br />Oklahoma (Case 2) . <br />7.5.3 Washita River, North of Maysville, <br />Oklahoma (Case 3) <br />7.5.4 Beaver River, North of ~averne, <br />Oklahoma (Case 4) <br />7.5.5 Powder River, East of Buffalo, <br />Wyoming (Case 5) <br />7.5.6 North Platte River, Near Guernsey, <br />Wyoming (Case 6) <br />7.5.7 Coal Creek, Tributary of Power River, <br />Wyoming (Case 7) <br />7.5.8 South Fork of Forked Deer River at U5-51 <br />Near Halls, Tennessee (Case 8) <br />7.5.9 Elk Creek at 5R-15 Near Jackson, <br />Nebraska (Case 9) <br />7.5.10 Big Elk Creek at 1-90 Near Piedmont, <br />South Dakota (Case 10) <br />7.5.1 I Lawrence Creek at SR-16 Near Franklinton, <br />Louisiana (Case I I) <br />7.5.12 Outlet Creek at US-101 Near Longvale, <br />California (Case 12) <br />7.5.13 NojoQui Creek at U5-101 at Auellton, <br />Cali fornia (Case 13) <br />7.5.14 Turkey Creek at 1-10 Near Newton, <br />Mississippi (Case 14) <br /> <br />VII-33 <br />VII - 3 3 <br /> <br />VII-33 <br /> <br />VII - 36 <br /> <br />VII - 36 <br />VII - 36 <br /> <br />VIl-39 <br /> <br />VII-39 <br /> <br />VII -4 3 <br /> <br />VII-46 <br /> <br />VII-47 <br /> <br />VII -49 <br /> <br />VII-51 <br /> <br />VII-52 <br /> <br />VII-54 <br /> <br />x <br />