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CEE 3274 Land Development Final 2024 questions with 100- correct answers $15.49   Add to cart

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CEE 3274 Land Development Final 2024 questions with 100- correct answers

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CEE 3274 Land Development Final 2024 questions with 100- correct answers

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  • August 13, 2024
  • 66
  • 2024/2025
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CEE 3274 Land
Development
Final 2024
questions with
100% correct
answers
Hydrograph vs Hyetograph - answer Hydrograph
- Plot of discharge, Q, versus time


Hyetograph
- Plot of rainfall intensity versus time

,Rainfall Characteristics - answer Duration
- How long does the storm event last (min or hr)


Volume
- How much rain falls (cf)


Intensity
- What is the rate of rainfall (in/hr)


Frequency
- Important thing to know: is a statistical probability
- What is the statistical probability that a storm of a
specified magnitude will occur (year)


Return Frequency - answer The average time
between events of the same volume and duration


Exceedance Probability, P - answer The probability
that a storm of a specified volume and duration will
be observed or exceeded in a given year.

,Return Frequency (T) and Exceedence Probability
(P) Relationship - answer P = 1/T


- there is a 50% chance that a 2 yr return
frequency storm will be observed in a year


Intensity Duration and Frequency (IDF)
Relationships - answer - The relationship between
rainfall intensity, duration, and frequency (IDF) is
location dependent


- Storm with a higher rainfall intensity have less
probability of occurring


- The longer the durations of storm, the less
intense it is


- The national Oceanic and Atmospheric
Administration (NOAA) publishes rainfall depths for
various return frequencies and duration


Estimating Runoff
(methods) - answer Rational Method

, - Drainage basins <200 acres
- Computes peak discharge, not a full hydrograph


NRCS TR-55
- Can be used to compute a full hydrograph
- Used for detention basin size estimation


Area-Weighting the C Coefficient - answer - Rarely
will a watershed be homogenous in land use


- Varying land covers are depicted by their
respective C coefficient and area-weighting is
performed to determine a coefficient
representative of the entire watershed


- Weight the C coefficient from the table by the
slope


≤ 2% use low range
2% < S ≤ 5% use average
< 5% use high range

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