The University of Texas at Austin
Department of Civil, Architectural, and Environmental Engineering
C E 356 Elements of Hydraulic Engineering Spring 2016
Homework Assignment 8
Due Thursday, April 7 (beginning of class)
Note: Values of conversions and cons
ELEMENTS OF HYDRAULIC ENGINEERING
CE 356 Fall 2016
15560, 15565
Homework assignment 5
Due Thursday Oct 20th beginning of class
Problem 1 (10 points)
A centrifugal pump is installed in a pipeline between two reservoirs. The pump is required to
deliver a fl
ELEMENTS OF HYDRAULIC ENGINEERING
CE 356 Fall 2016
15560, 15565
Homework assignment 2
Due Tuesday Sep 13th beginning of class
Problem 1 (20 points)
1. Two points A and B are connected by a 500mm diameter cast iron pipe of 3 km length. Point
B is 100 meter
ELEMENTS OF HYDRAULIC ENGINEERING
CE 356 Fall 2016
15560, 15565
Homework assignment 4
Due Thursday Sep 29th beginning of class
Problem 1 (25 points)
A two loop network is illustrated in the figure below. The length, diameter, and nodal demands
are listed
ELEMENTS OF HYDRAULIC ENGINEERING
CE 356 Fall 2016
15560, 15565
Homework assignment 3
Due Tuesday Sep 20th beginning of class
Problem 1 (25 points)
The ductile iron pipe is connecting reservoirs A and B, as illustrated below. Given that the water
temperat
ELEMEN
NTS OF HY
YDRAULIC ENGINEE
ERING
CE 356
3 Fall 201 6
155
560, 15565
Homewo
ork assignm
ment 1
Due Tuesday Seep 6th beginn
ning of classs
m 1 (25 pointts)
Problem
A 100mm
m diameter pipe
p carries water
w
at 20 0C.
1.1. Calculate th
he largest flo
The University of Texas at Austin
Department of Civil, Architectural, and Environmental Engineering
CE 356 Elements of Hydraulic Engineering Spring 2017
Homework Assignment 3
Due Thursday, February 9th (beginning of class)
Note: Values of conversions and
The University of Texas at Austin
Department of Civil, Architectural, and Environmental Engineering
CE 356 Elements of Hydraulic Engineering Spring 2017
Homework Assignment 1
Due Thursday, January 26th (beginning of class)
Note: Values of convers
The University of Texas at Austin
Department of Civil, Architectural, and Environmental Engineering
CE 356 Elements of Hydraulic Engineering Spring 2017
Homework Assignment 2
Due Thursday, February 2nd (beginning of class)
Note: Values of conversions and
Problem 4 (25 points)
Consider the system illustrated in the figure below. The pump conveys water from reservoir A to
reservoir B. Given that: LAB = 8km, D = 20cm, e = 0.12mm, HA = 100m, HB = 160m, =
1.0010-6[m2/s], and for all minor losses amount to k =
ELEMENTS OF HYDRAULIC ENGINEERING
CE 356 Fall 2016
15560, 15565
Homework assignment 3
Due Tuesday Sep 20th beginning of class
Problem 1 (25 points)
The ductile iron pipe is connecting reservoirs A and B, as illustrated below. Given that the water
temperat
CE 356 Elements of Hydraulic Engineering
Homework 2 Solution
Problem 1 (20 points)
1. Two points A and B are connected by a 500mm diameter cast iron pipe of 3 km length. Point
B is 100 meters lower than A, and the pressure heads measured in A and B are 15
CE 356 Elements of Hydraulic Engineering
HWK SET #2
Assigned the week of Aug 30, 2015 Due Sept 8, 2015
Problem #1 Develop a BSS to solve the Colebrook Equation. Use
your Colebrook BSS determine the Darcy-Weisbach friction factor for
a 10 inch diameter cas
CE 356 Elements of Hydraulic Engineering
HWK SET #3
Assigned the week of Sept 6, 2015 Due Sept 15, 2015
Problem #1 A Gould A-30 pump will add 50 ft of pressure head to the
48 deg F water flowing in a 6 inch diameter commercial steel pipeline
flowing at 6
CE 356 Elements of Hydraulic Engineering
HWK SET #1
Assigned the week of Aug 23, 2015 Due Sept 1, 2015
Problem #1 Download the Thank You Dr. Burgin Table from Canvas
and put a hard copy in your course notebook.
Problem #2 Download a Moody Diagram from the
CE 356 Elements of Hydraulic Engineering
HWK SET #1
Assigned the week of Aug 23, 2015 Due Sept 1, 2015
Problem #1 Download the Thank You Dr. Burgin Table from Canvas
and put a hard copy in your course notebook.
Done.
Problem #2 Download a Moody Diagram fr
CE 356 Elements of Hydraulic Engineering
HWK SET #2
Assigned the week of Aug 30, 2015 Due Sept 8, 2015
Problem #1 Develop a BSS to solve the Colebrook Equation. Use
your Colebrook BSS to determine the Darcy-Weisbach friction factor
for a 10 inch diameter
CE 356 Elements of Hydraulic Engineering
HWK SET #3
Assigned the week of Sept 6, 2015 Due Sept 15, 2015
Problem #1 A Gould A-30 pump will add 50 ft of pressure head to the
48 deg F water flowing in a 6 inch diameter commercial steel pipeline
flowing at 6
CE 356 Elements of Hydraulic Engineering
Homework 1 Solution
Problem 1.
A 100 mm diameter pipe carries water at 20oC.
1.1 Calculate the largest flow rate for which laminar flow can be expected.
D
Re =
D diameter = 0.1 [m]
[]
2
kinematic viscosity at 20
ELEMENTS OF HYDRAULIC ENGINEERING
CE 356 Fall 2016
15560, 15565
Homework assignment 4
Due Thursday Sep 29th beginning of class
Problem 1 (25 points)
A two loop network is illustrated in the figure below. The length, diameter, and nodal demands
are listed
The University of Texas at Austin
Department of Civil, Architectural, and Environmental Engineering
CE 356 Elements of Hydraulic Engineering Spring 2017
Homework Assignment 4
Due Thursday, February 16th (beginning of class)
Note: Values of conver