University of New Orleans
University of New Orleans
ScholarWorks@UNO
ScholarWorks@UNO
University of New Orleans Theses and
Dissertations
Dissertations and Theses
5-18-2007
Flow-Transport Modeling and Quantification
Flow-Transport Modeling and Quantification
Karim El Kheiashy
University of New Orleans
Follow this and additional works at: https://scholarworks.uno.edu/td
Recommended Citation
Recommended Citation
El Kheiashy, Karim, "Flow-Transport Modeling and Quantification" (2007). University of New Orleans
Theses and Dissertations. 548.
https://scholarworks.uno.edu/td/548
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This Dissertation has been accepted for inclusion in University of New Orleans Theses and Dissertations by an
-30
-25
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-15
-10
-5
0
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0
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0
0.002
0.004
0.006
0.008
0.01
0.012
0.014
0.016
R2 = 0.0361
0
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0
.3
8
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.7
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0
.4
1
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.2
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1
.1
4
7
R2 = 0.0985
0
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0
.3
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.4
1
1
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6
3
9
.2
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0
.2
4
1
.1
4
7
R2 = 0.0043
0.00
0.02
0.04
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0.12
0
.3
8
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.7
5
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.7
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.3
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1
.1
4
7
0
0.05
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0.15
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0.25
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0.35
0.4
0
.3
8
2
.7
5
4
.7
7
8
.6
5
9
.3
1
1
0
.4
1
1
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1
6
3
9
.2
4
0
.2
4
1
.1
4
7
Histogram of Dune wave length (ft)
0
50
100
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300
2
2
7
.9
7
6
2
5
.0
2
1
0
2
2
.0
8
1
4
1
9
.1
4
1
8
1
6
.1
9
2
2
1
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.2
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1
0
.3
0
3
0
0
7
.3
6
3
4
0
4
.4
2
3
8
0
1
.4
7
Bed Form Wave Lenght (ft)
F
re
q
u
e
n
c
y
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Histogram of Dune Height (ft)
0
20
40
60
80
100
120
140
160
2
.7
5
1
6
.5
5
2
1
0
.3
5
3
1
4
.1
5
4
1
7
.9
5
5
2
1
.7
5
6
2
5
.5
5
7
2
9
.3
5
8
3
3
.1
5
9
3
6
.9
6
0
Bed Form Height (ft)
F
re
q
u
e
n
c
y
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For Academic Use Only
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Histogram of Steepness (ft/ft)
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120
0
.0
0
6
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1
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9
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.0
3
8
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.0
4
8
8
9
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.0
7
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1
7
0
.0
8
0
8
2
0
.0
9
1
4
6
0
.1
0
2
1
0
Bed Form Steepness (ft/ft)
F
re
q
u
e
n
c
y
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For Academic Use Only
StatTools Student Version
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StatTools Student Version
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Box Plot of Dune wave length (ft)
0
500
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1500
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2500
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3500
4000
4500
Bed Form Wave Lenght (ft)
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For Academic Use Only
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StatTools Student Version
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Box Plot of Dune Height (ft)
0
5
10
15
20
25
30
35
40
45
Bed Form Height (ft)
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For Academic Use Only
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StatTools Student Version
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Box Plot of Steepness (ft/ft)
0
0.02
0.04
0.06
0.08
0.1
0.12
Bed Form Steepness (ft/ft)
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0 10000 20000 30000 40000 50000 60000 70000 80000 90000
06/01/03 06/11/03 06/21/03 07/01/03 07/11/03 07/21/03 07/31/03 08/10/03 08/20/03 08/30/03
0.000
50.000
100.000
150.000
200.000
250.000
0.000
50.000
100.000
150.000
200.000
250.000
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350.000
0.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
0.000
50.000
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0.000
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160.000
0.000
50.000
100.000
150.000
200.000
250.000
300.000
350.000
0
0.00002
0.00004
0.00006
0.00008
0.0001
0.00012
0.00014
0.000
50.000
100.000
150.000
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350.000
River Mile
S
lo
p
0
0.02
0.04
0.06
0.08
0.1
0.12
0.14
0.16
0.18
0.000
50.000
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350.000
1 10 100
0 0.5 1 1.5 2 2.5 3 3.5
Vel Mag (ft/sec)
D
e
p
th
(
ft
10 100
0.1 1 10 100 1000 10000
Flow Paramater u /u *" 10 100
0.1 1 10 100 1000 10000
Flow Paramater u /u *" 10 100
0.1 1 10 100 1000 10000
Flow Paramater u /u *" 10 100
0.1 1 10 100 1000 10000
Flow Paramater
u
/u
y = 0.0694x-0.5
0 0.05 0.1 0.15 0.2 0.25
0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45
10 100
0.1 1 10 100 1000 10000
Flow Paramater u /u *" 10 100
0.1 1 10 100 1000 10000
Flow Paramater u /u *" 10 100
0.1 1 10 100 1000 10000
Flow Paramater u /u *" 10 100
0.1 1 10 100 1000 10000
Flow Paramater
u
/u
y = 26.312x + 0.0002
0 2 4 6 8 10 12
0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45
10
100
0.1
1
10
100
1000
10000
Flow Paramater
u
/u
*"
Lower Mississippi River
Einestein and Barbarosa
0
1
2
3
4
5
6
7
8
9
10
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
-0.2 -0.18 -0.16 -0.14 -0.12 -0.1 -0.08 -0.06 -0.04 -0.02 0
-0.2 0 0.2 0.4 0.6 0.8
Station (m) E le v a ti o n ( m ) ECOMSED H3D Nelson -0.2 -0.18 -0.16 -0.14 -0.12 -0.1 -0.08 -0.06 -0.04 -0.02 0
-0.2 0 0.2 0.4 0.6 0.8
Station (m) E le v a ti o n ( m ) ECOMSED H3D Nelson -0.2 -0.18 -0.16 -0.14 -0.12 -0.1 -0.08 -0.06 -0.04 -0.02 0
-0.2 0 0.2 0.4 0.6 0.8
-0.2
-0.18
-0.16
-0.14
-0.12
-0.1
-0.08
-0.06
-0.04
-0.02
0
-0.2
0
0.2
0.4
0.6
0.8
Station (m)
E
le
v
a
ti
o
n
(
m
)
ECOMSED H3D Nelson-0.2
-0.18
-0.16
-0.14
-0.12
-0.1
-0.08
-0.06
-0.04
-0.02
0
-0.2
0
0.2
0.4
0.6
0.8
Station (m)
E
le
v
a
ti
o
n
(
m
)
ECOMSED H3D Nelson-0.2
-0.18
-0.16
-0.14
-0.12
-0.1
-0.08
-0.06
-0.04
-0.02
0
-0.2
0
0.2
0.4
0.6
0.8
0 1 2 3 4 5 6 7 8 9 10
-0.2 0 0.2 0.4 0.6 0.8 1 1.2
Velocity (m/s) E le v a ti o n ( m ) H3D MIKE3 ECOMSED 0 1 2 3 4 5 6 7 8 9 10
-0.2 0 0.2 0.4 0.6 0.8 1 1.2
Velocity (m/s) E le v a ti o n ( m ) H3D MIKE3 ECOMSED 0 1 2 3 4 5 6 7 8 9 10
-0.2 0 0.2 0.4 0.6 0.8 1 1.2
-8 -7 -6 -5 -4 -3 -2 -1 0
0 200 400 600 800 1000 1200 1400 1600 1800
-8 -7 -6 -5 -4 -3 -2 -1 0
0 200 400 600 800 1000 1200 1400 1600 1800
-8 -7 -6 -5 -4 -3 -2 -1 0
0 200 400 600 800 1000 1200 1400 1600 1800
-8 -7 -6 -5 -4 -3 -2 -1 0
0 200 400 600 800 1000 1200 1400 1600 1800
-8 -7 -6 -5 -4 -3 -2 -1 0
0 200 400 600 800 1000 1200 1400 1600 1800
-8 -7 -6 -5 -4 -3 -2 -1 0
0 200 400 600 800 1000 1200 1400 1600 1800
-8 -7 -6 -5 -4 -3 -2 -1 0
0 200 400 600 800 1000 1200 1400 1600 1800
-8 -7 -6 -5 -4 -3 -2 -1 0
0 200 400 600 800 1000 1200 1400 1600 1800
-8 -7 -6 -5 -4 -3 -2 -1 0
0 200 400 600 800 1000 1200 1400 1600 1800
-8 -7 -6 -5 -4 -3 -2 -1 0
0 200 400 600 800 1000 1200 1400 1600 1800
-8 -7 -6 -5 -4 -3 -2 -1 0
0 200 400 600 800 1000 1200 1400 1600 1800
y = 67.389e0.015x R2 = 0.8605
0 50 100 150 200 250 300 350
0 20 40 60 80 100 120
Grid Spacing (m)
y = -0.1521Ln(x) + 1.1508 R2 = 0.4383 0 0.2 0.4 0.6 0.8 1 1.2 1.4
0 20 40 60 80 100 120
Grid Spacing (m)
y = 0.0125e-0.0229x R2 = 0.8762 0 0.002 0.004 0.006 0.008 0.01 0.012 0.014 0.016 0.018 0.02
0 20 40 60 80 100 120
Grid Spacing (m)
y = -0.007Ln(x) + 0.0324 R2 = 0.9656 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Grid Spacing / Observed bed form length
y = -0.007Ln(x) + 0.0604 R2 = 0.9656 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07
0 10 20 30 40 50 60 70 80
Grid Spacing / Observed bed form height
y = -0.007Ln(x) + 0.0903 R2 = 0.9656 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07
0 1000 2000 3000 4000 5000 6000
Grid Spacing / Observed bed form steepness
