Canoe Creek H&H I-69 ORX US 41 to US 60 Henderson Flood Control - - PowerPoint PPT Presentation

canoe creek h h
SMART_READER_LITE
LIVE PREVIEW

Canoe Creek H&H I-69 ORX US 41 to US 60 Henderson Flood Control - - PowerPoint PPT Presentation

Canoe Creek H&H I-69 ORX US 41 to US 60 Henderson Flood Control Board 02.25.2020 Presenters Name 00.00.00 I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics Project Improvements FEMA Model Update and Agenda


slide-1
SLIDE 1

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics

Canoe Creek H&H

I-69 ORX US 41 to US 60

00.00.00 Presenter’s Name

Henderson Flood Control Board 02.25.2020

slide-2
SLIDE 2

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 2

Agenda

  • Project Improvements
  • FEMA Model Update and

Revisions

  • Project Impact H&H
  • US 41 Alignment Option
slide-3
SLIDE 3

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 3

  • New interchange with US 60
  • New interchange with US 41
  • Approximately 2.5 miles of new I-69 roadway

Project Improvements

slide-4
SLIDE 4

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics

Existing Site w/ Canoe Creek Floodplain

4

slide-5
SLIDE 5

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics

Proposed Roadway Alignment w/ Canoe Creek Floodplain

5

slide-6
SLIDE 6

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 6

  • Data Updates
  • Model Results

FEMA Model Update and Revisions

slide-7
SLIDE 7

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics

  • Hydrology Model revised to include project basin delineations in greater

detail

  • Hydraulic Model extended upstream to cover project area
  • Field survey to pick up the existing roadway, culverts/bridges and

channel sections at Kimsey Lane, US 41, CSX Railroad and North Fork Canoe Creek within the project limits.

  • LiDAR Digital Elevation Model (DEM) Project specific

and contour mapping obtained from point cloud data tiles for the Commonwealth of Kentucky.

  • Modeling Parameters updated
  • Time of Concentration/ Flow lengths
  • Basin areas
  • Runoff Curve Numbers

7

DATA Updates

FEMA Model Update

slide-8
SLIDE 8

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics

  • Updated survey implemented at US 41 show the existing bridge and

highway no longer overtop

  • Existing Q50 and Q100 WSELs are shown to be reduced from the

Effective model

8

Results

FEMA Model Update

slide-9
SLIDE 9

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 9

FEMA Model Update: HEC-HMS

Split Flow and Storage Revisions CORRECTED

slide-10
SLIDE 10

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics

EFFECTIVE CORRECTED

10

FEMA Model Update: HEC-RAS

Extension of Model

slide-11
SLIDE 11

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 11

FEMA Model Update: HEC-RAS

Update/Inclusion of Existing Structures CORRECTED

slide-12
SLIDE 12

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 12

  • Proposed Features Included in Proposed Models
  • Results
  • Current Revisions

Project Impacts H&H

slide-13
SLIDE 13

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 13

Project Impacts H&H: HEC-RAS

Regional Channel & Basin PROPOSED

slide-14
SLIDE 14

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 14

FEMA Model Update: HEC-RAS

Additional Inclusions PROPOSED

slide-15
SLIDE 15

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 15

Current Revisions

Regional Channel & Basin REV PROPOSED

  • Update: Modifying basin size
  • Results: Attenuation of approximately 600 cfs during the Q100 peak WSEL

decrease of approximately 1.5-ft

  • Moving Forward: City of Henderson can modify the basin to further mitigate their

flooding issues

slide-16
SLIDE 16

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 16

Project Impacts H&H: HEC-HMS

Regional Channel & Basin PROPOSED

slide-17
SLIDE 17

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 17

Project Impacts H&H: HEC-RAS

Additional Inclusions PROPOSED

  • Proposed 3-10’x6’ box culverts at
  • I-69 just south of US 60 and
  • US 60 just west of proposed I-69.
  • Kimsey Lane Option
  • Proposed upstream and downstream channel improvements for the 3-

10’x6’ box culverts to improve tailwater conditions and to avoid adverse impact to the railroad.

  • Proposed bridges for proposed I-69 and its ramps are to be at least the

same size as the existing 3-30 ft span bridge across US 41.

slide-18
SLIDE 18

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 18

  • Service Interchange
  • Bike Route Options

US 41 Alignment Option

slide-19
SLIDE 19

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 19

US 41 Alignment Option

Service Interchange PROPOSED

slide-20
SLIDE 20

I-69 ORX US 41 to US 60 Canoe Creek Hydrology & Hydraulics 20

US 41 Alignment Option

Bike Route Options PROPOSED