Storm Damage Floating Culverts & Other Inlet Issues
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1 Storm Damage Floating Culverts & Other Inlet Issues Mark Bailey, PE - Hydraulic Manager, INDOT Dale Sedler, PE - Sr. Hydraulic Engineer, INDOT Road School 2016
2 What causes a culvert to float? 1. Accumulation of debris at inlet. 2. Water then evacuates the culvert. 3. Water then ponds at the inlet submerging it. 4. Buoyancy force then results, lifting the culvert. 5. Depending on depth of fill, the culvert may pop through the fill, or it may have its end bent upwards.
3 Signs to look for 1. Pipe has upwards deformation. 2. Anchor is damaged or gone. 3. Embankment is disturbed. 4. Trail of fill material at outlet. 5. Bottom of pipe may be severly distorted, or suffer other damage. 6. Stream typically has floating debris.
4 DEBRIS ACCUMULATION EXAMPLES
5 Debris at inlet. SR 56 RP 54.2 April 2015
6 SR 26 Tippecanoe RP March 2012 Debris accumulation on collector and on top of structures.
7 CO Rd 550 E Gibson Pigeon Creek May 2011 This 60 ft. bridge is immediately upstream of I-69 Bridge and was plugged by debris, mainly branches and corn stalks. A local farmer unplugged it using a tractor with a backhoe attachment.
8 CO Rd 550 E Gibson Pigeon Creek May 2011 Note the branches and corn stalks.
9 CO Rd 550 E Gibson Pigeon Creek May 2011 Note the corn stalks jammed in between the beams.
10 CO Rd 550 E Gibson Pigeon Creek May 2011 More of the corn stalks and branches in the beams. Note the corn stalks on the bank upstream of the bridge.
11 CO Rd 550 E Gibson Pigeon Creek May 2011 Up stream view of the bridge.
12 CO Rd 550 E Gibson Pigeon Creek May 2011 Up stream view of the bridge and I-69 bridge down stream.
13 CO Rd 550 E Gibson Pigeon Creek May 2011 Looking N from bridge. Note the stains on the County Road due to overtopping, as well as the corn stalks. Also, note how the I-69 bridge extends far onto the flood plain. Br is > 1,300 ft long.
14 Back to the presentation on floating culverts
15 SR-60 July 2006 Clark County ft x 7.24 ft Structural Plate Pipe Arch (SPPA)
16 SR-60, Clark Co., July 2006, x 7.24 SPPA Items to observe: 1. Culvert bottom was in poor shape prior to event. 2. Note upwards bending of culvert (looking in inlet direction).
17 SR-60, Clark Co., July 2006, x 7.24 SPPA Residual debris in culvert (looking towards inlet)
18 SR-60, Clark Co., July 2006, x 7.24 SPPA Looking down at culvert inlet from upper limit of embankment disturbance.
19 SR-60, Clark Co., July 2006, x 7.24 SPPA Disturbed embankment at inlet. Again note the upwards bend of the culvert.
20 SR-60, Clark Co., July 2006, x 7.24 SPPA Interior bottom damage to culvert near inlet. Again, note the bending of the culvert and debris.
21 SR-60, Clark Co., July 2006, x 7.24 SPPA Culvert bottom damage.
22 SR-60, Clark Co., July 2006, x 7.24 SPPA Flooding impacts, drying out.
23 SR-60, Clark Co., July 2006, x 7.24 SPPA Flooding impacts, drying out.
24 A short diversion to discuss multiple pipe issues
25 Inlet Multiple culvert problems Note that one culvert tends to become the streams choice, and the other may experience sediment accumulation. And, the one the stream chooses to use, also collects floating debris.
26 Accumulating sediment Multiple culvert problems
27 /25/2014 Inlet Multiple culvert problems Double culverts with one set higher to avoid sediment accumulation.
28 /25/2014 Outlet Multiple culvert problems At the higher culvert outlet sediment and debris accumulation is visible, as well as a tree starting to grow.
29 Inlet Multiple culvert problems Double culvert where the stream has shifted and abandoned the other culvert, which now has a ridge of soil with trees growing immediately upstream of the inlet.
30 Inlet Multiple culvert problems Close-up of the same culverts showing how water has to be very deep to get into the second culvert.
31 Outlet Multiple culvert problems At the outlets it is apparent that the other culvert has been abandoned by the stream.
32 Outlet Multiple culvert problems Another view of the outlets further downstream.
33 Back to the presentation on floating culverts
34 I-74 June 2008 Putnam County Twin 9.5 ft x 6.0 ft Structural Plate Pipe Arch (SPPA)
35 I-70, Putnam Co., June 2008, Twin 9.5 x 6.0 SPPA Culvert inlets. Closest one was blocked and floated, popping up through the pavement of westbound I-70.
36 I-70, Putnam Co., June 2008, Twin 9.5 x 6.0 SPPA East pipe inlet. Note large dent and debris, including a tree.
37 I-70, Putnam Co., June 2008, Twin 9.5 x 6.0 SPPA Dent on eastern side of east culvert inlet.
38 I-70, Putnam Co., June 2008, Twin 9.5 x 6.0 SPPA Dent on western side of east culvert inlet.
39 I-70, Putnam Co., June 2008, Twin 9.5 x 6.0 SPPA East pipe, bottom damage, looking towards inlet. Note upwards bend in culvert top.
40 I-70, Putnam Co., June 2008, Twin 9.5 x 6.0 SPPA East pipe, bottom damage, looking towards inlet
41 I-70, Putnam Co., June 2008, Twin 9.5 x 6.0 SPPA Looking upstream at inlets. Note debris deposits above culverts. And stream has chosen one culvert and abandoned the other resulting in sediment is collecting in the abandoned one.
42 I-70, Putnam Co., June 2008, Twin 9.5 x 6.0 SPPA Temporary patching where culvert popped up through the westbound lane of I-70.
43 I-70, Putnam Co., June 2008, Twin 9.5 x 6.0 SPPA Culvert Outlets, east culvert (one that floated) barely visible in the shade. Note the embankment material that was transported through the culvert when it was floated.
44 I-70, Putnam Co., June 2008, Twin 9.5 x 6.0 SPPA Culvert Outlets, east culvert in shade. I-70 embankment material.
45 SR-26 Event Date Unknown Tippecanoe County Twin 7 ft x 7 ft Precast Reinforced Concrete Box
46 SR-26 RP Twin 7 ft x 7 ft Precast RCBs Photo taken 2/10/2012 Culvert inlets with debris collected at deflector and tree lodged between separated sections visible on left. Embankment issues.
47 SR-26 RP Twin 7 ft x 7 ft Precast RCBs Photo taken 2/10/2012 Culvert inlets with separated section and timber lodged in gap.
48 SR-26 RP Twin 7 ft x 7 ft Precast RCBs Photo taken 2/10/2012 Culvert inlets with separated section and timber lodged in gap.
49 SR-26 RP Twin 7 ft x 7 ft Precast RCBs Photo taken 2/10/2012 Slope sloughing on inlet side. Possibly due to embankment disturbance.
50 SR-26 RP Twin 7 ft x 7 ft Precast RCBs Contours Indiana Map Note that the stream is contained and depth at the inlet can easily reach 8 feet.
51 SR-26 RP Twin 7 ft x 7 ft Precast RCBs Embankment Damage 2005 Aerial Photo With ponding at inlet due to blockage, rapid drawdown can result.
52 Embankment damage due to rapid drawdown Borman Expressway, 2008 Ponding in interchange due to clogged levee flapgate.
53 Embankment damage due to rapid drawdown Borman Expressway, 2008 Ponding in interchange due to clogged levee flapgate.
54 SR-46 Event Date Unknown Brown County 8-2 x 5-9 Structural Plate Pipe Arch RP Henderson Creek
55 Reported to Hydraulics as possibly in failure mode due to pipe deformation and bottom of culvert gone. Anchor was also gone. 8-2 x 5-9 Structural Plate Pipe Arch RP Henderson Creek
56 SR-46 RP x 5-9 Photo taken mid-2015 Culvert inlet, invert gone.
57 SR-46 RP x 5-9 Photo taken mid-2015 Culvert inlet, invert gone.
58 Culvert inlet. SR-46 RP x 5-9 Photo taken Note that pipe is in good shape, but is bent upwards at the inlet.
59 Final Determination Upwards bend at culvert inlet suggests blockage and buoyancy force occurred in the past. 8-2 x 5-9 Structural Plate Pipe Arch RP Henderson Creek
60 Final Determination Sharp edge on missing floor of culvert suggests that it was manually removed. 8-2 x 5-9 Structural Plate Pipe Arch RP Henderson Creek
61 Final Determination Both factors suggest event occurred when culvert was new and was structurally sound, especially the bottom which didn t deform as seen in older pipes. 8-2 x 5-9 Structural Plate Pipe Arch RP Henderson Creek
62 Final Determination The bottom at the inlet was likely tilted upwards when the culvert was new, the bottom was cut out to allow the creek to flow through. 8-2 x 5-9 Structural Plate Pipe Arch RP Henderson Creek
63 Final Determination Recommendation: pave the invert, construct a headwall with wingwalls, and protect the outlet from scour with riprap. 8-2 x 5-9 Structural Plate Pipe Arch RP Henderson Creek
64 SR-46 RP x 5-9 Photo taken Culvert inlet. Note driveway adjacent. Resident said it is difficult to mow around the inlet. A headwall with wingwalls will satisfy backwater requirements, plus make it easier to mow the grass.
65 SR-46 RP x 5-9 Photo taken Upstream. Garage and basement require no increase in backwater necessitating both a paved invert and headwall.
66 SR-46 RP x 5-9 Photo taken Downstream. Paved invert will increase outlet velocity requiring riprap to protect channel from scour at the outlet.
67 Quiz
68 I-70 Morgan Co. RP x 4-6 SPPA Photo taken Damaged inlet. Bottom distorted. Anchor damaged. Embankment disturbed.
69 I-70 Morgan Co. RP x 4-6 SPPA Photo taken Damaged inlet. Bottom distorted. Anchor damaged. Embankment disturbed.
70 I-70 Morgan Co. RP x 4-6 SPPA Photo taken Damaged inlet. Bottom distorted. Anchor damaged. Embankment disturbed.
71 Diagnosis?
72 I-65 RP Photo taken Bottom distorted. Pipe has upwards bend.
73 I-65 RP Photo taken Bottom distorted. Pipe has upwards bend.
74 Diagnosis?
75 The End Any Questions?
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