final fall senior design presentation
TRANSCRIPT
BRAYS BAYOU + BRIDGEFall 2015 Concept Presentation
Presented by:
Julianne Crawford, Avi Gori, Kasia Nikiel
Project Description + Goals
➔ Design Brays Bayou channel modifications
➔ Reconstruct of Greenbriar Bridge between Braeswood & Main
➔ Consider of additional stormwater flow from 7200 Main
➔ Coordinate with 7200 Main development for other features
➔ Protect Meyerland area from future flooding
Brays Bayou between Fannin St. and Greenbriar St.
Greenbriar Bridge
Background Research + Modeling
Project Brays➔ Funded by US Army Corps and HCFCD➔ Comprehensive re-design of Brays Bayou
◆ Channel Modifications◆ Bridge Replacement/Renovation◆ New Detention Area
➔ Aimed at mitigating riverine flooding throughout Brays Bayou Watershed ➔ Status:
◆ Upper Reach: Completed◆ Middle Reach: In Progress◆ Lower Reach: In Progress
➔ Scheduled to be completed in 2021
Project Brays Proposed Improvements
100-year Floodplain (TSARP Model - 2004)
100-year Floodplain (Current Conditions - 2010)
100-year Floodplain (Post Project Brays - 2021)
100-year Floodplain (TSARP) at Site Location
100-year Floodplain (Post Project Brays) at Site Location
Bridge - Current Conditions
Concept Design
OPTION 1: Widen the Channel
HEC-RAS Geometry for Greenbriar Section
Main Street
Greenbriar Street
Fannin Street
Cross Section Comparison - Downstream (RS 56478)
Current 100-yr Level (44.07 ft)
PPB 100-yr Level (43.47 ft)
PPB Geometry
Current Geometry
OPTION 1: Widen the Channel -- BRIDGE
OPTION 2: Retaining Wall
HEC-RAS Geometry for Greenbriar Section
Main Street
Greenbriar Street
Fannin Street
Cross Section Comparison - Upstream (RS 59882)
Current 100-yr Level (45.70 ft)
PPB 100-yr Level (44.96 ft)
PPB Geometry
Current Geometry
OPTION 2: Retaining Walls -- BRIDGE
Existing Plan View of Bridge Deck
87.0’
Bridge Tie-Ins With Existing Roads
87.0’
5% Grade 4.35’
Proposal
Modified Scenario
➔ Retaining walls and some
widening on both banks
from Main to Greenbriar
➔ Retaining walls and
substantial widening on the
right bank from Greenbriar
to Fannin
Modified HEC-RAS Geometry Examples (Upstream - RS 58740 )
Modified Geometry
PPB Geometry
Modified HEC-RAS Geometry Examples (Downstream - RS 57958)
Modified Geometry
PPB Geometry
Modified Scenario Results - RS 59882
Modified Geometry
PPB Geometry
Modified 100-yr LevelPPB 100-yr Level
44.71 ft 44.96 ft
Modified Scenario Results - RS 56478
Modified Geometry
PPB Geometry
Modified 100-yr LevelPPB 100-yr Level
43.47 ft 43.37 ft
Proposed Bridge Cross-Section
Proposed Plan View of Widened Bridge Deck
Impact of Proposed Modifications
➔ Modifications along the Main to Fannin portion of the channel should not have
drastic adverse effects on downstream sections.
➔ According to the 100-year floodplains, both current and post project brays, the
areas downstream of our site already face a much lower inundation hazard
than the middle and upper reaches.
Moving Forward
Brays Bayou
➔ Finalize channel modifications for Main to Fannin segment
➔ Add additional cross sections to existing HEC-RAS geometry
➔ Perform unsteady state HEC-RAS analysis
➔ Incorporate additional flow from hotel if necessary
Proposed HEC-RAS Geometry Modification
Bridge
➔ Finalize aesthetic design with 7200 Main St. group
➔ Determine appropriate foundations
➔ Superstructure/Substructure design of the bridge
Meyerland
May 2015 Storm - Comparison of Flooding to Current 100-year Floodplain
May 2015 Storm - Damage Reports in Meyerland
100-year Floodplain (Post Project Brays) at Meyerland
Appendix
Channel Profile
Fannin Greenbriar Main
Direction of Flow
Construction
Green Space
➔ Finalize design for green space with hotel
➔ Ensure that all trails are integrated smoothly
Meyerland 100-yr Floodplain - Current Conditions v. Post Project Brays