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<br />Table 6 (con't) <br />Study <br />Settin Recommended) <br />Approach <br />Advantages Disadvantages <br />IV. Channel alter- Manning equation. Simulations can be <br />made "before-the- Simulation should in- <br />clude portions of <br />ation impactsi <br />channel modifi- step-backwater compu- <br />tation procedure. Cal- fact" from engin- stream above and below <br />cali- <br />fo <br />e <br />d <br />cations for <br />r <br />i ibration measurements <br />from engineering de- eering designs. Mod- <br />lfications in design a <br />r <br />ar <br />impacte <br />bration purposes, <br />mprove <br />habitat <br />ment. =sign. can be made prior <br />to construction. Manning's N must be es- <br />timated where substrate <br /> chanjes or rip-rapping <br />are nvolved. <br /> <br />lAssumption that stream is in equilibrium can be accepted. <br /> <br />Pages <br />12-1`i <br />15- 21