Oak Creek Low Water Crossing Capstone FawazAlotaibi Bruce Connolly - - PowerPoint PPT Presentation

oak creek low water crossing capstone
SMART_READER_LITE
LIVE PREVIEW

Oak Creek Low Water Crossing Capstone FawazAlotaibi Bruce Connolly - - PowerPoint PPT Presentation

Oak Creek Low Water Crossing Capstone FawazAlotaibi Bruce Connolly Devin Kelley Hilary Sizemore Research Analysis Geomorphology Modeling AutoCAD Gantt Project Survey Hydraflow Express USGS Data Chart Bentley


slide-1
SLIDE 1

Oak Creek Low Water Crossing Capstone

FawazAlotaibi Bruce Connolly Devin Kelley Hilary Sizemore

slide-2
SLIDE 2

Gantt Chart Tasks

 Research  Modeling  Project Survey  USGS Data  Gauge Data  HEC‐RAS  Impacts  Political  Social  Analysis  Geomorphology  AutoCAD  Hydraflow Express  Bentley Water Gems  Culvert Master  Design  Reports & Presentation  50% Design Report

slide-3
SLIDE 3

Past 2 Weeks (01/27‐02/11)

 Finished Surveying Points  Created Cross Sections for HEC‐RAS  Gathered Sedona Gage Data  Not using HEC‐HMS  Delineated Watershed  Impacts  Social  Political

slide-4
SLIDE 4

Finished Survey Topography

Looking Up Stream ‐ Completed Looking Down Stream ‐ Incomplete

slide-5
SLIDE 5

Sedona Gage Data

 Sedona gage station is below Shangri La low water crossing  Gage data is available  Removal of HEC‐HMS  Possibility of errors  More convenient  Simple Area Regression

slide-6
SLIDE 6

Watershed Delineation

  • Area = 140 sq. mi.
  • Area Regression from

Gage Data

  • ~ 60% from Sedona

gage

slide-7
SLIDE 7

Impacts

Social

 Improved dependability

  • n the crossing

 Higher property values  Constant access  Potential for safe working conditions in Oak Creek

Political

 Negligence and major changes to Oak Creek could result in legal actions taken by the community

slide-8
SLIDE 8

Next 2 Weeks (02/11‐02/24)

 Finish Interpreting Gage Data  Finish HEC‐RAS Model  Start Analysis  Geomorphology  Culvert Master  AutoCAD  Begin 50% Design Report

2000 4000 6000 8000 10000 12000 1 10 CFS Flood Return Period (years)

Rain and Snowmelt