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Culvert Design Process Alignment and Profile Structure Hydrology Bed and Banks Sediment Mobility & Stability Site Assessment

Culvert Design Process

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Page 1: Culvert Design Process

Culvert Design Process

Alignment and Profile

Structure

Hydrology

Bed and Banks

Sediment Mobility & Stability

Site Assessment

Page 2: Culvert Design Process

Hydraulic modeling to verify capacity

• Select initial culvert size and shape– Design flood– Bankfull width and channel shape

• Model Culvert– Check Q100 for HW/D<1– Check Q1.5 or Q2

• Repeat process if needed

Page 3: Culvert Design Process

Culvert size and bankfull width

• Bankfull Width at Reference Reach– Straight segment– Narrow– Unaffected by road crossing

• Bankfull Width – Brookside Cr Ex– Min = 8.3 feet– Mean = 9.1 feet– Range = 8.3-10.5 feet, n=5

• Select Culvert Width > BF Width

• Compare H&H Width to BF Width

Page 4: Culvert Design Process

HEC-RAS geometric data

Page 5: Culvert Design Process

HEC-RAS geometric data

Page 6: Culvert Design Process

HEC-RAS x-sec editor

Page 7: Culvert Design Process

HEC-RAS bridge/culvert editor

Page 8: Culvert Design Process

HEC-RAS culvert editor

Page 9: Culvert Design Process

HEC-RAS flows and models

Page 10: Culvert Design Process

Existing 3-36” circular CMP profile

Page 11: Culvert Design Process

103”x71” CMP profile

Page 12: Culvert Design Process

2-103”x71” CMP profile

Page 13: Culvert Design Process

12’x6’ concrete box

Page 14: Culvert Design Process

20’x6’ concrete box

Page 15: Culvert Design Process

16’x6’ aluminum box

Page 16: Culvert Design Process

20’x6’ concrete box, culvert table

Page 17: Culvert Design Process

20’x6’ concrete box, x-sec table

Page 18: Culvert Design Process

20’x6’ concrete box, x-sec graphs

Page 19: Culvert Design Process

Brookside Cr. HEC-RAS summary

CulvertW.S. US

(ft)W.S. DS

(ft)Delta WS

(ft)

Culv Vel US

(ft/sec)

Culv VelDS

(ft/sec)

Exist 3-3' Circ 99.93 96.15 3.78 10.06 10.06

103"x71" 99.90 96.06 3.84 9.49 11.50

2-103"x71" 96.78 96.06 0.72 6.13 6.89

12'x6' Conc Box 97.57 96.06 1.51 7.19 8.92

20'x6' Conc Box 96.31 96.06 0.25 5.00 5.35

16'6"x6'8" Al Box 96.31 96.06 0.25 5.88 6.69

Note: W.S.=water surface, US=upstream, DS=downstream, Vel=velocity

100-yr flood, 381 cfs

Page 20: Culvert Design Process

7.25’x5.25’ CMP – 104% of min BFW

Page 21: Culvert Design Process

Stream simulation structure design

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Page 22: Culvert Design Process

Reference Reach Cross-section

75

80

85

65 70 75 80 85 90

Stream simulation culvert width

• First estimate: Span channel and banks• Hydraulic capacity

Page 23: Culvert Design Process

HEC-RAS profile plot

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Page 24: Culvert Design Process

Stream simulation culvert width

Some benefits of structures wider than bankfullwidth:• Banks match reference channel.• Minimize inlet contraction during high flow events.• Provides increased variability of hydraulic conditions

during high flows.• Can create dry habitat conditions for passage of

additional organisms—increases “openness”.• More important on high volume traffic roads.

Page 25: Culvert Design Process

Stream simulation culvert width

a. Confined

c. Unconfinedwith floodplain culverts

b. Unconfinedwith wider culvert

Page 26: Culvert Design Process

Reference channelbankfull cross section

Floodplain

Road Fill Road Dip

Floodplain culvertin flood swale

Culvert Width

Design the channel and floodplainDesign the culvert to fit

Page 27: Culvert Design Process

Structure types

Embedded Round

Pipe Arch

Box

Bottomless Arch

Bridge

Page 28: Culvert Design Process

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Elevation

Proposed new structure elev.

Vertical Adjustment Potential

Page 29: Culvert Design Process

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Questions?

Credits: Gary Larson, The Far Side