20170142 Ver 1_MB_Cross Section and Profile Data_20180613

Elevation (ft)
ill
ill
ill
10
0
MEADOW BROOK REACH 1 PROFILE - PART 1
50 100 150 200 250 300 350 400 450 500 550 600 650
Distance along stream (ft)
9 CH
0 WS
V BKF
* LB
0 RB
+ LEW
X P4
LU
04
Lu
LL
LL i
LL
!L
ml
ml
O
04 wt
x
--------------
----------
35-
30
50 100 150 200 250 300 350 400 450 500 550 600 650
Distance along stream (ft)
9 CH
0 WS
V BKF
* LB
0 RB
+ LEW
X P4

Elevation (ft)
10z
10,
103
0
MEADOW BROOK REACH 1 PROFILE PART 2
50 100 150 200 250 300 350 400 450 500 550 600 650 700 750
Distance along stream (ft)
* CH
* WS
* BKF
* LB
* RB
LEW
X P4
W,
w
LL
LL
LL
ml
ml
0—
<>
-------------------Ee
o >
<
Is
-- -----
------ ---
------- ----------
<
000,
-------
----
ED
II
5 --
0
50 100 150 200 250 300 350 400 450 500 550 600 650 700 750
Distance along stream (ft)
* CH
* WS
* BKF
* LB
* RB
LEW
X P4

W
MEADOW BROOK R1 RIFFLE 1
O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points
Wbkf = 19.6 Dbkf = .77 Abkf = 15.1
150 250
Horizontal Distance (ft)

RIVERMORPH CROSS SECTION SUMMARY
River Name: Meadow Brook
Reach Name: Reach 1
Cross Section Name: MB R1 RIFFLE 1
Survey Date: 09/27/2017
----------------------------------------------------------------------
Cross Section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
FS
ELEV
NOTE
0
0
1043.82
12.26
0
1042.74
14.93
0
1042.19
16.54
0
1041.62
21.57
0
1041.58
23.68
0
1041.51
26.14
0
1041.59
31.24
0
1041.7
31.5
0
1041.97
33.42
0
1042.25
46.61
0
1042.26
57.32
0
1042.29
72.58
0
1042.18
81.64
0
1042.06
89.43
0
1042.03
101.63
0
1041.97
116.16
0
1042.22
125.01
0
1042.41
149.58
0
1043.58
150.71
0
1043.63
168.15
0
1043.6
168.26
0
1043.6
179.59
0
1043.71
181.68
0
1043.85
181.73
0
1043.85
181.76
0
1043.85
182.41
0
1042.85
184.19
0
1041.61 BKF
187.01
0
1040.99
188.72
0
1039.99
191.5
0
1039.61 TW
191.5
0
1039.62
191.51
0
1039.61
193.4
0
1040
193.41
0
1040
193.42
0
1040
193.43
0
1040
198.37
0
1041.52 BKF
202.56
0
1041.63
207.46
0
1041.74
207.63
0
1041.76
207.68
0
1041.77
213.43
0
1042.73
215.67
0
1043.1
219.32
0
1043.68
219.32
0
1043.67
219.33
0
1043.68

226.8
0
1045.07
227.01
0
1045.11
227.35
0
1045.14
231.75
0
1045.52
234.92
0
1046.4
241.56
0
1047.98
---------------------------------------
Cross Sectional Geometry
---------------------------------------
-------------------------------------------------
Entrainment Calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen Modified Shields Curve
Channel Left Side Right Side
slope 0 0 0
Shear Stress (lb/sq ft)
Movable Particle (mm)
Channel
Left
Right
Floodprone Elevation (ft)
1043.53
1043.53
1043.53
Bankfull Elevation (ft)
1041.57
1041.57
1041.57
Floodprone width (ft)
181.65
-
Bankfull width (ft)
19.56
170.45
7.95
Entrenchment Ratio
9.29
-----
-----
Mean Depth (ft)
0.77
0.79
0.74
Maximum Depth (ft)
1.96
1.96
1.79
width/Depth Ratio
25.4
215.38
10.74
Bankfull Area (sq ft)
15.09
9.18
5.91
wetted Perimeter (ft)
20.2
13.79
9.99
Hydraulic Radius (ft)
0.75
0.67
0.59
Begin BKF Station
21.87
21.87
192.32
End BKF Station
200.27
192.32
200.27
-------------------------------------------------
Entrainment Calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen Modified Shields Curve
Channel Left Side Right Side
slope 0 0 0
Shear Stress (lb/sq ft)
Movable Particle (mm)

W
Meadow Brook R1 Riffle 2
O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points
Wbkf = 9.81 Dbkf = 1.54 Abkf = 15.1
0 20 40 60 80
Horizontal Distance (ft)

RIVERMORPH CROSS SECTION SUMMARY
----------------------------------------------------------------------
River Name: Meadow Brook
Reach Name: Reach 1
Cross Section Name: MB R1 RIFFLE 2
Survey Date: 02/19/2018
----------------------------------------------------------------------
Cross Section Data Entry
BM Elevation:
Backsight Rod Reading
TAPE FS
---------------
0
0
24.35
0
37.09
0
40.11
0
43.25
0
46.49
0
48.01
0
51.99
0
61.05
0
65.73
0
72.72
0
77.56
0
0 ft
0 ft
ELEV NOTE
----------------
1042.341
Channel
1042.344
Right
1041.626
LB
1038.87
1042.58
1038.64
TW
1038.755
LEw
1040.609
BKF
1041.468
-----
1044.109
9.81
1045.034
4.9
1046.307
5.69
1047.081
-----
------------------------------------------------
Cross Sectional Geometry
------------------------------------------------
----------------------------------------------------------------------
Entrainment Calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen Modified Shields Curve
Channel Left Side Right Side
Slope 0 0 0
Shear Stress (lb/sq ft)
Movable Particle (mm)
Channel
Left
Right
Floodprone Elevation (ft)
1042.58
1042.58
1042.58
Bankfull Elevation (ft)
1040.61
1040.61
1040.61
Floodprone width (ft)
55.8
-----
-----
Bankfull width (ft)
9.81
4.91
4.9
Entrenchment Ratio
5.69
-----
-----
Mean Depth (ft)
1.54
1.47
1.61
Maximum Depth (ft)
1.97
1.96
1.97
width/Depth Ratio
6.37
3.34
3.04
Bankfull Area (sq ft)
15.09
7.21
7.88
wetted Perimeter (ft)
11.37
7.55
7.74
Hydraulic Radius (ft)
1.33
0.95
1.02
Begin BKF Station
38.2
38.2
43.11
End BKF Station
48.01
43.11
48.01
----------------------------------------------------------------------
Entrainment Calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen Modified Shields Curve
Channel Left Side Right Side
Slope 0 0 0
Shear Stress (lb/sq ft)
Movable Particle (mm)

W
MEADOW BROOK R1 RIFFLE 3
O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points
Wbkf = 7.16 Dbkf = 2.1,' Abkf = 15.6
0 50 100 150 200 250
Horizontal Distance (ft)

RIVERMORPH CROSS SECTION SUMMARY
River Name: Meadow Brook
Reach Name: Reach 1
Cross Section Name: MB R1 RIFFLE 3
Survey Date: 09/27/2017
----------------------------------------------------------------------
Cross Section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
0
40.82
44.81
47.39
48.43
50.62
58.49
63.37
63.68
64.71
65.39
66.65
68.18
69.09
69.63
70.51
70.56
80.42
90.11
91.82
94.05
117.93
125.34
147.74
161.59
186.73
201.3
213.76
226.5
229.84
236.22
239.3
244.51
246.9
=S ELEV NOTE
I 1040.4
I 1039.68
I 1039.66
I 1039.66
I 1039.37
I 1039.19
I 1038.73
I 1038.4 BKF
I 1037.68
I 1035.81
I 1035.81
I 1035.72
I 1035.65
I 1035.65
I 1036.75
I 1038.17
I 1038.75
I 1039.07
I 1039.33
I 1039.37
I 1039.32
I 1038.9
I 1038.92
I 1039.04
I 1039.12
I 1039.29
I 1039.56
I 1039.82
I 1040.18
I 1040.43
I 1041.11
I 1041.53
I 1041.98
I 1042.17
--------- ---------------------------------------------------
Cross Sectional Geometry
----------------------------------------------------------------------
Floodprone Elevation (ft)
Bankfull Elevation (ft)
Floodprone width (ft)
Bankfull width (ft)
Entrenchment Ratio
Mean Depth (ft)
Channel
1041.15
1038.4
236.51
7.16
33.03
2.17
Left
1041.15
1038.4
3.58
2.15
Right
1041.15
1038.4
3.58
2.2--

Maximum Depth (ft)
2.75
2.69
2.75
width/Depth Ratio
3.3
1.66
1.63
Bankfull Area (sq ft)
15.57
7.7
7.87
wetted Perimeter (ft)
10.43
7.86
7.96
Hydraulic Radius (ft)
1.49
0.98
0.99
Begin BKF station
63.37
63.37
66.95
End BKF Station
70.53
66.95
70.53
---- -------------------------- --------
Entrainment calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen Modified shields Curve
Channel Left Side Right Side
slope 0 0 0
shear stress (lb/sq ft)
Movable Particle (mm)

W
Meadow Brook Reach 1 Riffle 4
O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points
Wbkf = 13.3 Dbkf = 1.28 Abkf = 16
0 50 100 150 200 250 300
Horizontal Distance (ft)

RIVERMORPH CROSS SECTION SUMMARY
River Name: Meadow Brook
Reach Name: Reach 1
Cross Section Name: MB R1 RIFFLE 4
Survey Date: 10/23/2017
Cross Section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
FS
ELEV NOTE
-----------------------------------------------
0
0
- -
1038.16
36.16
0
1038.26
37.17
0
1038.22
43.71
0
1037.73
51.59
0
1037.46
51.71
0
1037.46
51.72
0
1037.45
51.81
0
1037.45
63.48
0
1036.81
68.92
0
1036.98
70.97
0
1037.03
71.41
0
1036.99
77.88
0
1036.1
77.92
0
1036.09
77.93
0
1036.09
77.95
0
1036.08
77.99
0
1036.07
80.36
0
1034.53
80.7
0
1034.46
82.4
0
1034.2
83.26
0
1034.33
84.28
0
1034.38
86.63
0
1036.72 BKF
87.19
0
1037.28
88.13
0
1037.41
101.2
0
1037.79
126.03
0
1037.56
133.24
0
1037.41
159.68
0
1036.87
173.85
0
1036.81
173.89
0
1036.82
189.97
0
1036.82
198.83
0
1036.82
223.25
0
1036.95
227.6
0
1037.12
232.07
0
1037.02
257.14
0
1037.19
265.45
0
1037.16
277.66
0
1037.23
297.21
0
1037.9
Cross Sectional Geometry
Channel Left Right

Floodprone Elevation (ft)
1039.24
1039.24
1039.24
Bankfull Elevation (ft)
1036.72
1036.72
1036.72
Floodprone width (ft)
297.21
-----
-----
Bankfull width (ft)
13.26
6.63
6.63
Entrenchment Ratio
22.42
-----
-----
Mean Depth (ft)
1.28
0.62
1.94
Maximum Depth (ft)
2.52
1.96
2.52
width/Depth Ratio
10.36
10.75
3.42
Bankfull Area (sq ft)
16.93
4.09
12.84
wetted Perimeter (ft)
14.77
9.02
9.66
Hydraulic Radius (ft)
1.15
0.45
1.33
Begin BKF Station
73.37
73.37
80
End BKF station
86.63
80
86.63
----------------------------------------------------
Entrainment calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen Modified Shields Curve
Channel Left Side Right side
Slope 0 0 0
shear stress (lb/sq ft)
Movable Particle (mm)

1&
10:
LU
101,
10:
10:
MEADOW BROOK REACH 2 PROFILE
750 800 850 900 950 1000 1050
Distance along stream (ft)
0 CH
0 WS
T BKF
* Pi
0 P2
+ P3
X P4
Lu
LL
LL
ry
P♦ 1
M i
38-
0
0
36-
0
10 0
♦
0♦0
---------
------------..-------------------
---------- .......
0
0
---------------- ------------ --------------
0
0
0
--------------♦
------------------
-- <00*
♦ --- -------
♦
0
0
--------------
-------------- -----------------------
--------- --------------------------
32-
30
750 800 850 900 950 1000 1050
Distance along stream (ft)
0 CH
0 WS
T BKF
* Pi
0 P2
+ P3
X P4

W
MB R2 RIFFLE 1
O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points
Wbkf = 14.5 Dbkf = 1.66 Abkf = 24
0 10 20 30 40 50
Horizontal Distance (ft)

RIVERMORPH CROSS SECTION SUMMARY
River Name: Meadow Brook
Reach Name: Reach 1(7i
Cross Section Name: MB R2 RIFFLE 1
Survey Date: 02-
Cross
2
Cross Section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
FS
ELEV
NOTE
-----------------------------------------------------
0
0
1037.984
----
8.94
0
1037.252
1035.44
20.03
0
1035.444
BKF
23.09
0
1033.82
7.23
24
0
1033.292
LEw
28.32
0
1032.967
TW
30.57
0
1033.164
2.47
35.19
0
1035.843
RB
39.94
0
1036.522
12.36
44.38
0
1036.073
10.24
47.87
0
1036.47
1.21
48.7
0
1037.178
27.27
--------------------------------------- ----------------
Cross Sectional Geometry
----------------------------------------------------------------------
---------------------------------------------------------- ---
Entrainment Calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen Modified shields curve
Channel Left side Right Side
Slope 0 0 0
shear stress (lb/sq ft)
Movable Particle (mm)
Channel
Left
Right
Floodprone Elevation (ft)
1037.91
1037.91
1037.91
Bankfull Elevation (ft)
1035.44
1035.44
1035.44
Floodprone width (ft)
47.83
-----
-----
Bankfull width (ft)
14.46
7.23
7.23
Entrenchment Ratio
3.31
-----
-----
Mean Depth (ft)
1.66
1.61
1.71
Maximum Depth (ft)
2.47
2.39
2.47
width/Depth Ratio
8.71
4.5
4.23
Bankfull Area (sq ft)
23.98
11.61
12.36
wetted Perimeter (ft)
15.64
10.18
10.24
Hydraulic Radius (ft)
1.53
1.14
1.21
Begin BKF Station
20.04
20.04
27.27
End BKF Station
34.5
27.27
34.5
---------------------------------------------------------- ---
Entrainment Calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen Modified shields curve
Channel Left side Right Side
Slope 0 0 0
shear stress (lb/sq ft)
Movable Particle (mm)

z
ui
MEADOW BROOK REACH 3 PROFILE
104
103
103,
1025
0
50 100 150 200 250 300 350 400 450 500 tou
Distance along stream (ft)
9 CH
0 WS
T BKF
* LB
0 RB
+ LEW
X P4
LU
it I
ml
-- -------
-
1025
0
50 100 150 200 250 300 350 400 450 500 tou
Distance along stream (ft)
9 CH
0 WS
T BKF
* LB
0 RB
+ LEW
X P4

W
MB R3 RIFFLE 1
O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points
Wbkf = 21.4 Dbkf = 1.4 Abkf = 30.1
0 10 20 30 40
Horizontal Distance (ft)

RIVERMORPH CROSS SECTION SUMMARY
----------------------------------------------------------------------
River Name: Meadow Brook
Reach Name: Reach a
Cross Section Name: MB R3 RIFFLE 1
survey Date: -0
Cross section Data Entry
BM Elevation: 0 ft
Backsight Rod Reading: 0 ft
TAPE
FS
ELEV
NOTE
----------------------------------------------------------------------
0
0
1035.623
9.6
0
1035.594
15.85
0
1034.908 LB
20.55
0
1031.597
23.25
0
1031.663 Tw
25.02
0
1032.391
25.79
0
1032.765
28.47
0
1031.916
31.64
0
1034.54 BKF
37.77
0
1034.527
----------------------------------------------------------------------
Cross Sectional Geometry
----------------------------------------------------------------------
----------------------------------------------------------------------
Entrainment Calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen Modified Shields Curve
Channel Left Side Right Side
Slope 0 0 0
shear Stress (lb/sq ft)
Movable Particle (mm)
Channel
Left
Right
Floodprone Elevation (ft)
1037.48
1037.48
1037.48
Bankfull Elevation (ft)
1034.54
1034.54
1034.54
Floodprone width (ft)
37.77
-----
-----
Bankfull width (ft)
21.4
10.7
10.7
Entrenchment Ratio
1.77
-----
-----
Mean Depth (ft)
1.4
2.1
0.71
Maximum Depth (ft)
2.94
2.94
2.62
width/Depth Ratio
15.29
5.09
15.07
Bankfull Area (sq ft)
30.06
22.49
7.56
wetted Perimeter (ft)
23.65
14.1
13.91
Hydraulic Radius (ft)
1.27
1.59
0.54
Begin BKF Station
16.37
16.37
27.07
End BKF Station
37.77
27.07
37.77
----------------------------------------------------------------------
Entrainment Calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen Modified Shields Curve
Channel Left Side Right Side
Slope 0 0 0
shear Stress (lb/sq ft)
Movable Particle (mm)

Elevation (ft)
UT TO MEADOW BROOK EXISTING PROFILE
0 50 100 150 200 250 300 350 400 450
Distance along stream (ft)
• CH
O WS
♦ BKF
♦ LB
O RB
+ LEW
X P4

W
UT RIFFLE 1
O Ground Points ♦ Bankfull Indicators ♦ Water Surface Points
Wbkf = 7.47 Dbkf = 1.53 Abkf = 11.4
0 50 100 150 200 250
Horizontal Distance (ft)

RIVERMORPH CROSS SECTION SUMMARY
----------------------------------------------------------------------
Rive r Name: meadow--4eak Ur
Reach Name: Reach 1
cross section Name: UT RIFFLE 1
Survey Date: 62-�r
Cross Section Data Entry
BM Elevation:
0 ft
Backsight Rod Reading:
0 ft
TAPE FS
ELEV
NOTE
-----------------------------------------------------------
0 0
1044.37
----
22.42 0
1042.342
31.16 0
1041.144
46.22 0
1039.488
52.55 0
1038.566
57.59 0
1037.801
LB
59.3 0
1035.219
60.21 0
1035.068
Tw
64.07 0
1035.793
65.41 0
1037.27
BKF
65.76 0
1037.617
RB
66.96 0
1037.998
75.34 0
1038.854
108.61 0
1038.709
145.91 0
1038.348
187.29 0
1038.033
214.5 0
1038.203
232.1 0
1038.433
233.98 0
1037.616
235.07 0
1037.504
236.45 0
1037.77
238.85 0
1039.04
243.8 0
1039.837
-----------------------------------------
Cross Sectional Geometry
----------------------------------------------------------------------
----------------
Channel Left
Right
Floodprone Elevation (ft)
1039.47 1039.47
1039.47
Bankfull Elevation (ft)
1037.27 1037.27
1037.27
Floodprone width (ft)
195.2 -----
-----
Bankfull width (ft)
7.47 3.8
3.67
Entrenchment Ratio
26.14 -----
-----
Mean Depth (ft)
1.53 1.71
1.35
Maximum Depth (ft)
2.2 2.2
1.91
width/Depth Ratio
4.88 2.23
2.72
Bankfull Area (sq ft)
11.42 6.48
4.94
wetted Perimeter (ft)
9.3 6.85
6.28
Hydraulic Radius (ft)
1.23 0.95
0.79
Begin BKF Station
57.94 57.94
61.74
End BKF Station
65.41 61.74
65.41
--------------------------- ------------------------------------
Entrainment Calculations
----------------------------------------------------------------------

While the survey collected in September 2017 included cross sections, these were not necessarily at
riffle features. The existing channel is an incised E channel with limited bankfull indictors so the initial
bankfull analysis from the proposal was checked against the survey data collected. These notes relate
the previously collected cross sections (provided on the following pages) to the surveyed profile and
cross sections (provided on the preceding pages).
• Cross Section 1— Riffle corresponds to the survey XS Meadow Brook R1 Riffle 2 at station 399 of
Meadow Brook Reach 1 Profile Part 1.
• Meadow Brook Cross Section 2 — Riffle corresponds to the survey the survey XS Meadow Brook
R2 Riffle 1 at station 806 of Meadow Brook Reach 2 Profile. These cross sections are from
roughly the same location but the field data cross section is more detailed than the surveyed
cross section and therefore was used as the representative riffle for Meadow Brook Reach 2.
• Cross Section 3 — Riffle falls at station 412 of Meadow Brook Reach 3 Profile which appears to
be in a pool, a new cross section was cut from the survey at station 144 of Meadow Brook Reach
3 Profile to represent riffle dimensions.
• Cross Section 1— Riffle — Trib corresponds to the survey XS UT Riffle 1 at station 245 of the UT
Profile. These cross sections are from roughly the same location but the field data cross section
is more detailed than the surveyed cross section.

O
6
d
W
Cross Section 1 - Riffle
O Ground Poiroe ♦ wnkmn Imtwtars
♦ Water Suttaw Points
W kf = 9.93 ➢bkf 1.55 ahkf = t[ o
Horizontal Distance (ft)

RIVERMORPH CROSS SECTION SUMMARY
River Name: Meadow Brook
Reach Name: Meadow Brook
Toss Section Name: Cross Section 1 - Riffle
Survey Date: 01/06/2016
----------------------------------------------------
Cross Section Data Entry
BM Elevation: 100 ft
Backsight Rod Reading: 1 ft
WAIWI
0
12 I
18 I
20.5 I
22.5 I
23
24
24.4 !
25.5 !
26
26.7
28.2
29.5
30.3
31.5 £
32 £
34 ;
35.7 E
39 E
41
47
=S
ELEV
NOTE
-------------------------------------------------------
.75
95.25
95.77
i.02
94.98
Bankfull Elevation (ft)
i.56
94.44
93.42
i.26
94.74
LB
i.8
94.2
9.81
'.34
93.66
Entrenchment Ratio
'.58
93.42
BKF
;.38
92.62
"FIELD CALL BKF"
!.7
92.3
2.35
1.81
91.19
GRND
1.92
91.08
3.91
1.93
91.07
7.31
1.83
91.17
11.68
1.6
91.4
REW
1.9
92.1
0.93
1.42
92.58
"FIELD CALL BKF"
'.49
93.51
33.81
.6
94.4
RB
.08
94.92
,.28
95.72
�.8
97.2
-------------------- -------------------------------------------
Cross Sectional Geometry
----------------------------------------------------------------------
----------------------------------------------------- ----
Entrainment Calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen Modified Shields Curve
Channel
Left
Right
Floodprone Elevation (ft)
95.77
95.77
95.77
Bankfull Elevation (ft)
93.42
93.42
93.42
Floodprone width (ft)
41.2
-----
-----
Bankfull width (ft)
9.81
4.26
5.55
Entrenchment Ratio
4.2
-----
-----
Mean Depth (ft)
1.55
1.72
1.42
Maximum Depth (ft)
2.35
2.35
2.35
Width/Depth Ratio
6.33
2.48
3.91
Bankfull Area (sq ft)
15.17
7.31
7.86
wetted Perimeter (ft)
11.68
7.87
8.5
Hydraulic Radius (ft)
1.3
0.93
0.93
Begin BKF station
24
24
28.26
-nd BKF Station
33.81
28.26
33.81
----------------------------------------------------- ----
Entrainment Calculations
----------------------------------------------------------------------
Entrainment Formula: Rosgen Modified Shields Curve

C
O
N
W
Meadow Brook - Cross Section 2 - Riffle
O crams Points ♦ Benldull Indiwto s ♦ wafer surface Points
Wbkf - pbkf = 2.01 Abkf = 22
Horizontal Distance (ft)

RIVERMORPH CROSS SECTION SUMMARY
----------------------------------------------------------------------
River Name: Meadow Brook
Reach Name: Meadow Brook
Cross Section Name: Cross Section 2 - Riffle
Survey Date: 01/06/2016
Cross Section Data Entry
BM Elevation: 100 ft
Backsight Rod Reading: 1 ft
TAPE
FS
ELEV
-------------------------------------
0
3.54
97.46
12
4.6
96.4
14
4.92
96.08
19
5.09
95.91
21
5.28
95.72
25
5.28
95.72
27.2
5.4
95.6
28
6.06
94.94
28.5
6.76
94.24
28.8
7.24
93.76
29.3
7.63
93.37
29.4
8.46
92.54
30
8.93
92.07
31
8.7
92.3
32
8.84
92.16
33
8.8
92.2
34
8.63
92.37
35
8.5
92.5
36
8.52
92.48
36.7
8.37
92.63
37.9
6.7
94.3
38.5
6.46
94.54
40
5.75
95.25
42
5.56
95.44
50
6.32
94.68
53.8
5.74
95.26
55
4.94
96.06
66.6
4.93
96.07
NOTE
------------------------------
LEP
LB
BKF
"FIELD CALL BKF"
LEW
REW
"FIELD BKF CALL"
IR
REP
---------------------------------------------------------------
Cross Sectional Geometry
----------------------------------------------------------------------
Channel
Left
Right
Floodprone Elevation (ft)
97.81
97.81
97.81
Bankfull Elevation (ft)
94.94
94.94
94.94
Floodprone width (ft)
66.6
-
Bankfull width (ft)
11.3
5.16
6.14
Entrenchment Ratio
5.89
-----
-----
Mean Depth (ft)
2.01
2.25
1.81
Maximum Depth (ft)
2.87
2.87
2.71
width/Depth Ratio
5.62
2.3
3.39
Bankfull Area (sq ft)
22.68
11.59
11.09
wetted Perimeter (ft)
14.04
9.57
9.9
Hydraulic Radius (ft)
1.61
1.21
1.12
Begin BKF Station
28
28
33.16

C
O
d
W
Cross Section 3 - Riffle
O G=rd coitus ♦ aanMII India m ♦ weer Sertace Poft
wbkf = 14.3 obkf = 1.71 A kf = 24
Horizontal Distance (ft)

RIVERMORPH CROSS SECTION SUMMARY
----------------------------------------------------------------------
River Name: Meadow Brook
Reach Name: Meadow Brook
:ross Section Name: Cross Section 3 - Riffle
Survey Date: 01/06/2016
Cross Section Data Entry
BM Elevation: 100 ft
Backsight Rod Reading: 1 ft
TAPE
FS
ELEV
NOTE
-------------------------------------------------------------
0
4.06
96.94
10
4.66
96.34
17
5.48
95.52
23.2
6.74
94.26
30.5
7.54
93.46
LB
31
7.77
93.23
31.7
7.93
93.07
BKF
32
8.65
92.35
"FIELD CALL BKF"
32.9
8.65
92.35
33.1
8.93
92.07
33.4
10.2
90.8
STRMBED
34.5
10.34
90.66
35.7
10.4
90.6
36.8
10.2
90.8
38
10.22
90.78
39.7
10.47
90.53
TW
40.6
10.39
90.61
41.4
9.84
91.16
REW
42.5
9.57
91.43
43.1
9.32
91.68
43.5
8.67
92.33
"FIELD CALL BKF"
44
8.39
92.61
45.8
7.96
93.04
48
7.61
93.39
RB
53
7.36
93.64
62
6.16
94.84
81
5.34
95.66
REP
---------------------------
Cross Sectional Geometry
---------------------------
Floodprone Elevation (ft)
Bankfull Elevation (ft)
Floodprone Width (ft)
Bankfull Width (ft)
Entrenchment Ratio
Mean Depth (ft)
Maximum Depth (ft)
width/Depth Ratio
Bankfull Area (sq ft)
wetted Perimeter (ft)
Hydraulic Radius (ft)
Begin BKF Station
End BKF Station
Channel
95.61
93.07
63.61
14.29
4.45
1.71
2.54
8.36
24.4
16.71
1.46
31.7
45.99
Left
95.61
93.07
6.51
1.96
2.47
3.32
12.75
10.49
1.22
31.7
38.21
Right
95.61
93.07
7.78
1.5
2.54
5.19
11.65
10.86
1.07
38.21
45.99

C
O
d
W
Cross Section 1 - Riffle - Trib
O Ground! Point ♦ Bankfull Indicators
♦ Water Surface Point
WEkf 6.66 nnkF = i ao .....
Horizontal Distance (ft)

RIVERMORPH CROSS SECTION SUMMARY
----------------------------------------------------------------------
River Name: Tributary to Meadow Brook
Reach Name: Tributary to Meadow Brook
-ross Section Name: Cross Section 1 - Riffle
Survey Date: 01/08/2016
----------------------------------------------------------------------
Cross Section Data Entry
BM Elevation: 100 ft
Backsight Rod Reading: 1 ft
7J73
=S ELEV NOTE
0 4.36
96.64
6 5.26
95.74
8 5.55
95.45
9.5 5.53
95.47
LB
10.3 6.02
94.98
11 7.57
93.43
"FIELD CALL BKF"
11.8 8.06
92.94
12 8.31
92.69
LEW
12.5 8.56
92.44
TW
13.1 8.55
92.45
13.6 8.54
92.46
14 8.38
92.62
14.5 8.41
92.59
14.8 8.32
92.68
15.2 8.28
92.72
15.7 8.05
92.95
16.9 7.55
93.45
"FIELD CALL BKF"
17.1 6.34
94.66
BKF
18 5.95
95.05
RB
19.9 5.82
95.18
21.6 5.1
95.9
32 4.9
96.1
----------------------------
Cross Sectional Geometry
----------------------------------------------------------------------
-----------------------------------
Channel
Left
Right
Floodprone Elevation (ft)
96.88
96.88
96.88
Bankfull Elevation (ft)
94.66
94.66
94.66
Floodprone Width (ft)
32
-----
-----
Bankfull width (ft)
6.66
3.5
3.16
Entrenchment Ratio
4.81
-----
-----
Mean Depth (ft)
1.72
1.74
1.69
Maximum Depth (ft)
2.22
2.22
2.07
width/Depth Ratio
3.87
2.01
1.87
Bankfull Area (sq ft)
11.42
6.09
5.33
Wetted Perimeter (ft)
8.99
6.7
6.42
Hydraulic Radius (ft)
1.27
0.91
0.83
3egin BKF Station
10.44
10.44
13.94
End BKF Station
17.1
13.94
17.1
----------- -----------------
Entrainment Calculations
----------------------------------------------------------------------
-----------------