MET 437 Study Guide - Summer 2018, Comprehensive Midterm Notes - Work Breakdown Structure, Smoke Detector, Project Management Body Of Knowledge

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MET 437
MIDTERM EXAM
STUDY GUIDE
Fall 2018
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What is a work package?
the smallest unit of work that a project can be broken down into
What are two types of responsibility
primary and secondary
Primary responsibility
person who will complete the task
Secondary responsibility
a person who will help with the task
What is activity sequencing?
networking diagrams that show how activities will get done in a project
What are serial activities?
activities that happen in a defined order
What are parallel activities?
activities that happen concurrently
What are laddering activities?
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Probability of a flooding event, F, to occur in n years
1-(1-1/F)^n
Rational Formula
Q=CIA
-A is in acres
-I is in in/hr
-C (run off coefficient)
-Q ft^3/sec
Rational method best used for what areas
Applicable for small areas, 1- 2 mi^2
How is the run off coefficient,C, that contains various areas
Weighted Average
(A1C1+A2C2...+An*Cn)/(At)
NRCS Method: Equation for Storage capacity of soil
S = (1000/CN) - 10
NRCS Method: Equation for Total Run Off
Q = (P-0.2S)^2/(P+0.8S)
-P (Gross Rain)
-S ( Storage Capacity)
Impoundment depth is the design depth which is equivalent to finding ....
Storage capacity
Conservation of Mass Law/ Continuity Equation
p1A1v1=p2A2v2
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Document Summary

What is a work package? the smallest unit of work that a project can be broken down into. What are two types of responsibility primary and secondary. Primary responsibility person who will complete the task. Secondary responsibility a person who will help with the task. What is activity sequencing? networking diagrams that show how activities will get done in a project. What are serial activities? activities that happen in a defined order. What are parallel activities? activities that happen concurrently. 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.

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