Problem 10.12: Find the hydraulic conductivity of an artesian aquifer being pumped by a fully
penetrating well. The aquifer is 130 ft thick and is composed of medium sand. The steady-state
pumping rat
CE3354EngineeringHydrology
Homework #3 Solution
Problem 3.1
This chapter employs Siletz River data for the continuous period 1925-1999. As of this writing,
peak flow data through water year 2010 are a
CE3354EngineeringHydrology
Homework 1 Solution
Problem 1
Solve problems 1.6 - 1.9 from your text book.
Problem 1.6
A lake with a surface area of 1050 acres was monitored over a period of time. During
Homework 4 Solutions
Problem 2.30: Given an initial rate of infiltration equal to 1.5 inch/hour and a final capacity of 0.5
in/hr, use Hortons equation to find the infiltration capacity at the followi
CE 3354 Engineering Hydrology
Assignment 2 Solution
This assignment makes use of 3 files that are provided:
Kendallcontourws.png (This file is used for Problem 1)
Junction.png (This file is used for P
1
OUTLINE
Unit Hydrographs
Theory
Data Analysis to construct a UH
Chapter 7 CMM
2
UNIT HYDROGRAPHS
What is a unit hydrograph?
How are they used?
How are they built from data (analysis)?
How are they b
CE 3354 Engineering Hydrology
Lecture 5: Watershed Metrics; Data Analysis; Hydrologic Cycle
Outline
ES-2 Solution
Data Analysis and Preparation
Hydrologic Cycle; Risk Based Design
Blaney-Criddle ET Estimator
North Latitude
Latitude
Month
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
5 <=Degrees Latitude (0-60, increments of 5)
T_mean
p-Value
ET_o
0.27
0.27
0.27
0.28
0.28
0.28
Design of Detention Structure
Table of Contents
Executive Summary
pg 3
Introduction
pg 4
Approach
pg 5
Results
pg 11
Appendix
pg 18
HEC - HMS Outputs
Raw Data
Hand Calculations
List of Figures
Figure
Homework Assignment- History of water, Hydrology, Hydraulics
The following terms have a relationship to hydrology and water resources.
Research each term and find the relationship to hydrology, hydrau
CE 3303-001
Mechanics of Solids
Spring 2013
Homework Assignment 09 Solutions
Problem 1
Given: The force exerted on the hand causes torsion of the humerus. Assume the cross-section of this
wrestlers hu
CE 3354 Engineering Hydrology
26 JAN 2016
In-Class Exercise 1. Watershed Delineation
Purpose
Apply principles of watershed delineation to identify drainage areas to points of interest.
Requirements
1)
CE 3303-001
Mechanics of Solids
Spring 2013
Homework Assignment 07 Solutions
Problem 1
Given: The rubber disk should provide an effective spring
lb
. The disk should be 0.5 in. tall. The
in.
rubber ha
CE 3354
ENGINEERING
HYDROLOGY
Lecture 6: Probability Estimation
Modeling
OUTLINE
Probability estimation modeling background
Probability distrobutions
Plotting positions
WHAT IS PROBABILITY ESTIMATI
Problem 9.42: Given the following inflow hydrograph:
Hour
Inflow (cfs)
Outflow (cfs)
6 am
Noon
6 pm
Midnight
6 am
Noon
6 pm
Midnight
100
300
680
500
400
310
230
100
100
Assume that the outflow hydrogr
P +- R I ET G = S
V = Qt = DA
d
Development of Unit Hydrograph
1.) Separate baseflow from measured
flow using appropriate method
(horizontal line, N=A0.2) to get direct
runoff (DRO) hydrograph.
2.) Ca
Problem 3.24: A temporary cofferdam is to be built to protect the 5-year construction activity for
a major cross-valley dam. If the cofferdam us designed to withstand the 20-year flood, what is the
pr
Problem 10.26: We are given a well pumping at a rate of 590 gpm. An observation well is
located at r = 180 ft. Find S and T using the Jacob method for the following test data.
Given:
Timeafterpumping