MET 437 Study Guide - Comprehensive Final Exam Guide - Work Breakdown Structure, Smoke Detector, Project Management Body Of Knowledge
21 Nov 2018
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Probability of a flooding event, f, to occur in n years. How is the run off coefficient,c, that contains various areas. Nrcs method: equation for storage capacity of soil. Impoundment depth is the design depth which is equivalent to finding Incompressible fluid variation of continuity equation p1=p2 therefore q1=q2 a1v1=a2v2. Energy conservation equation (p1/r)+(v1^2/2g)+z1 = (p2/r)+ (v2^2/2g)+z2 + hf. Velocity inlet in relation to velocity exit for a simple incompressible fluid with no head loss v1=(d2^2/d1^2)v2. Common assumptions with discharge from a large tank. What conclusion can be made with an open reservoir with pipe discharge to atmospheric pressure. Pressure drop equation, including head loss term, hf, for pipe with constant cross section area and elevation. Darcy weisbach equation for head loss, hf hf = f(l/d)(v^2/2g) f for laminar flow f = 64/re. Critical depth of rectangular channel yc = (q^2/g)^1/3. S is the slope of the energy grade line. K is conversion constant for si and u. s. units.
