SlideShare ist ein Scribd-Unternehmen logo
1 von 70
July 11, 2011



        This is a self paced presentation.
Click mouse or space bar to advance to next slide.
Key Map
Time Line
    4:00pm 911 notifies Ute Water about water on the road at 25 Rd & I Rd
    4:50pm 911 notifies GVWU of Breach
    5:00pm GVWU divert water to Persigo & Indian Washes
    7:00pm GVWU attempt to Shore-up Breach
    7:30pm GVDD Called by GVIC
    7:45pm Water is flowing over 25 & I Road 3” deep
    8:00pm Canal is at full breach
    8:30pm GVWU departs to shut canal down
  8:45 pm TV crews at 25 & I Road
    9:00pm    Canal water level reduced
    9:15pm    GVDD and GVIC feel Situation is stable
    9:30pm    GVWU prepares Tunnel 3 for closure
    9:30pm    Storm Hits desert North of I Road and East of 27 Road

  10:00m GVWU begins Tunnel 3 closure
  10:30pm City Streets notified of water at 26 ½ Rd & Catalina Dr
Time Line
 10:30pm 911 notifies GVIC there are high waters
 10:30pm Water is flowing over 25 & I Road 12” deep
 11:00pm GVWUA finalizes Tunnel 3 closure
 12:30am Street crews finish clean up at Catalina Dr
 1:00am     City crews realize Canal has continued to breach
 2:00am      911 notifies Road & Bridge and City Streets of excessive water
 2:45am Threat to City Market fuel tanks assessed
   3:00am Water flows begin to dissipate
   6:ooam GVDD & GVIC employees notice extent of flooding on way to work
   7:00am All agencies mobilize employees and equipment
   9:00am City/521/GVDD find situation on Leach Creek & Gov Highline Canal
 Tuesday GVWU learn of the Perfect Storm
 Thursday Finish breach repair
 Friday Water returned to the Canal
4:00pm
Ute Water gets a call   Daryl Moore
from 911                 finds canal
                        beginning to
                           breach




Water on the Road!
Canal Breach   Government Highline
               Canal at its beginning
                       stages
Breach caused by failed
culvert under the canal
Shortly before
                 Houston, We have a
5pm                  problem




                          911 notifies GVWU of a
                            possible breach and
                         instructs them to call Ute
                              Water for details
Between    5pm & 6pm                            GVWU diverts water


   deploy employees & equipment
   100+cfs diverted to Persigo Wash
   80-100cfs diverted to Indian Wash
   Adjust check structures East of breach




 The Government Highline Canal was flowing 574cfs at Indian Wash Monday morning

                      Normal flow at Indian Wash is 650cfs
7:00pm
 GVWU Attempts to shore-up breach with
    Dirt
    Concrete
    Rip Rap
7:30 PM
 GVDD gets a call for GVIC about a breach in the
  Government Highline east of 25 Road.
 GVDD responds by putting personnel on notice that
  equipment may be needed to help with debris
  removal.
 GVDD Checks North Cochran Wash from 24 ½ and H
  Road to and including Leach Creek to South of the
  Riverside Parkway
 All Crossings are taking the increased flow, situation
  appears stable
7:45pm
 Water overtopping 25 & I road 3” deep

8:00pm
Government Highline Canal at full breach
Stable and controlled with water management
8:30pm
 GVWU adjusts check structure West of breach
 GVWU departs to shut canal down
8:45pm
 TV crews are at 25 & I Road
9:00pm
• Canal water level
reduced and Breach is full
but situation is stable!

• City Parks at Canyon
View aware of situation

• GVDD checks GVIC
crossings with GVIC and,
again, all crossings on
North Cochran Wash are
handling the increased
flow
9:15pm                           All is Well


• GVWU communicates to GVDD & GVIC the breach situation
     is controlled and GVDD & GVIC after checking
     downstream crossings agree to the stability of the
     conditions

• GVDD has employees “stand down” all is stable and
      assistance with repairs can begin in the morning

• Employees drive through a heavy rain on the way home
GVWU prepares
9:30pm                           Tunnel 3 for closure

 Sluice the Dam of debris
 Lower the pond above the dam
A heavy rainstorm pounds the

9:30pm   desert along Leach Creek North
          of I Road and East of 27 Road
Leach Creek under the Government Highline

Leach Creek                  Canal is partially plugged and runs down the
                             ROW and spills into the already crippled Canal
                             two miles upstream from the breach




    I Road
             Overview Road
Looking North at Leach   Leach Creek
Creek from Government
    Highline Canal
Leach Creek spills into the
Government Highline Canal leaving
                                             Debris
  large amounts of debris behind




                                    Debris




                                             3x60” CMP
Debris left behind by
  overflowing Leach
Creek on the North side
     of the Canal
Leach Creek
Government Highline Canal
 North bank is washed into
          canal




                             Leach Creek




                                 Damaged North
                                  bank of Canal
Leach Creek Spills into the
 Government Highline and flows
down stream to the “stable breach”



                Spill
South side after
Leach Creek        storm




   Canal




              Leach Creek
GVDD
Cleaning
60” Culverts
10:00pm
 GVWU Initializes Tunnel 3 Closure
10:30pm


 City Crews called to
26 ½ Rd & Catalina Dr




                        Catalina Drive
10:30pm   911 notifies GVIC there are high waters.
          GVIC doesn’t realize this is a new issue,
             and still maintains the situation is
                        under control




                         The water is now 12”
                        deep over 25 & I Road
11:00pm
 GVWUA finalizes tunnel 3 closure
12:30am   City crews finish removing
              mud and debris at
            26 ½ Rd & Catalina Dr
Property owner just
      finished major
landscaping on this corner
                             Catalina Drive
1:00am
         Street Crews realize Canal
           has additional waters
            entering the breach
1:30am
GVWU employees returning from dam are amazed at
 amount of water flowing across 24 road and the deeper
 water over 25 & I road.

Canal road to breach was impassable due to the wet,
 slick, and muddy conditions in the dark
2:00am
     911 notifies Road &
   Bridge and City Streets
     of excessive water


Alert!!!
25 Road & I Road
•3’ deep pavement undercut


833 24 ½ Road
•50’ exposed gas line
•10’x150’x8’ washout
•2.5 days to repair


2438 H Road
•Exposed telephone line
•1.5 days to repair
24 ½ Road




            •50’ exposed gas line
            •10’x150’x8’ washout
            •2.5 days to repair
Flooding along 24 Road
 2:00am
 Water overtopping G Road
 The West portion of the Canyon View Park parking lot was flooded
 Water overtopping F ½ Road
 Water crossing 24 Road into 24Road Video Store parking from
  there into the parking lots of
    The Black Bear Diner
    Starbucks
    Holiday Inn Express
    C&F (Loco) Food Store
 Water overtopping Patterson on the East side then into Sutherlands
 Water was to the top of the concrete fuel pump islands at City Market
Water was to the top of
2:45am                  the concrete fuel pump
                                islands
Threat to City Market
 fuel tanks assessed
3:00am                                         Water flows begin
                                                 to dissipate
 Water ceases to overtop
       G Road
       F ½ Road
       Patterson Road
 50% of 24 Rd between Patterson Rd & G Rd under water
 Street crews begin cleaning mud & debris from arterial
        streets



6:30am                   GVDD & GVIC made aware of the
                         extent of flooding from employees
                                on their way to work
All agencies Deploy

7:ooam
 All agencies deploy employees and equipment for
 cleanup and repair except city streets whom continued
 through the night with their efforts.

 County Road & Bridge
 Ute Water
 GVIC
 GVWU
 GVDD
 521 Drainage Authority
9:00am    GVWU note
         the breach is 3
         times the size




                         City/521/GVDD find
                      situation on Leach Creek
                     and Government Highline
                                Canal
Tuesday                                         GVWU learns of
                                                “Perfect Storm”




 GVWU learns that the heavy rainfall occurring
 Monday evening caused damage to the North bank of
 the canal as the rain runoff sheet flowed off the desert
 and into the canal at the area designated “Spill” (for the
 purpose of this presentation)
Thursday July 14




                   Finished breach
                        repair
Friday July 15
Water back in canal
North bank of canal at Leach Creek is repaired & rip rapped
Breach repair is complete and stable
Arterial streets cleaned of debris
Canal check structures reset
Water users had water by Saturday 16
Continued cleaning South of Spill on Leach Creek until
  dispute with property owner
GVIC removed debris from Appleton Flume
Before Cleaning
each Creek
fter Cleaning & Repair         GVDD
                               Cleaning




     Canal




             60” CMP




                          North side after
                         cleaning & repair
Leach Creek South of Canal
Before Cleaning




                             Leach Creek
Canal

Leach Creek
Leach Creek
              60” CMP




                           South side after
                          cleaning & repair
Before Cleaning
Begin Cleaning
After Cleaning
After Cleaning
27 1/4 Road




              North of Canal
Canal
Spill



Grand Vista Sub
                  Summer Hill Sub
Maintenance
    issues




Grand Vista Sub
Grand Vista Sub

     Debris caught on flume
GVIC Highline Flume
Possible
Hazard




   Appleton Flume
                                  24¼ Road Crossing
GVIC Highline Flume
Appleton Flume
                                    H Road




                        24 ¼ Road
                                             Piles of wood
Appleton Flume

                                    24¼ Road Crossing




     GVIC access road
Appleton
Flume      Piles of wood
Appleton Flume
24 ¼ Road crossing


            North Cochran Wash
24 Road

City Market




      F ½ Road
833 24 ½ Road
Summary for GVDD
 Better notification
 Balance of resources
 Mapping consistency
 Identification of Increased Hazard Areas
 On going debris cleaning and flow line maintenance
 Natural stream maintenance & encroachment enforcement
 Detention in upper basins
   EIS on Walker Field runway

Weitere ähnliche Inhalte

Was ist angesagt?

Diaphragm walls
Diaphragm wallsDiaphragm walls
Diaphragm wallsNeha Vivek
 
Canal outlets
Canal outletsCanal outlets
Canal outletssaibabu48
 
DESIGN OF T BEAM BRIDGE PROCEDURE
DESIGN OF T BEAM BRIDGE PROCEDUREDESIGN OF T BEAM BRIDGE PROCEDURE
DESIGN OF T BEAM BRIDGE PROCEDUREbabji syed
 
Field control of compaction and compaction Equipment
Field control of compaction and compaction EquipmentField control of compaction and compaction Equipment
Field control of compaction and compaction Equipmentaishgup
 
Presentation on well point system
Presentation on well point systemPresentation on well point system
Presentation on well point systemAnshuman Tyagi
 
Underwater construction
Underwater construction Underwater construction
Underwater construction Pranay Kumar
 
SINKING , TILTING AND DISEASE OF CAISSON
SINKING , TILTING AND DISEASE OF CAISSONSINKING , TILTING AND DISEASE OF CAISSON
SINKING , TILTING AND DISEASE OF CAISSONjay lad
 
Design of rcc structures
Design of rcc structuresDesign of rcc structures
Design of rcc structuresR VIJAYAKUMAR
 
Reservoir capacity, Reservoir sedimentation and control
Reservoir capacity, Reservoir sedimentation  and controlReservoir capacity, Reservoir sedimentation  and control
Reservoir capacity, Reservoir sedimentation and controldeep shah
 
Kennedy's and laccy's theory
Kennedy's and laccy's theoryKennedy's and laccy's theory
Kennedy's and laccy's theoryamanraj20501920
 
DIFFERENT TYPE OF SHALLOW FOUNDATION
DIFFERENT TYPE OF SHALLOW FOUNDATIONDIFFERENT TYPE OF SHALLOW FOUNDATION
DIFFERENT TYPE OF SHALLOW FOUNDATIONbishal120
 

Was ist angesagt? (20)

Diaphragm walls
Diaphragm wallsDiaphragm walls
Diaphragm walls
 
Canal outlets
Canal outletsCanal outlets
Canal outlets
 
Well foundation
Well foundationWell foundation
Well foundation
 
Methods of rcc design
Methods of rcc designMethods of rcc design
Methods of rcc design
 
DESIGN OF T BEAM BRIDGE PROCEDURE
DESIGN OF T BEAM BRIDGE PROCEDUREDESIGN OF T BEAM BRIDGE PROCEDURE
DESIGN OF T BEAM BRIDGE PROCEDURE
 
Under reamed piles
Under reamed pilesUnder reamed piles
Under reamed piles
 
Field control of compaction and compaction Equipment
Field control of compaction and compaction EquipmentField control of compaction and compaction Equipment
Field control of compaction and compaction Equipment
 
Presentation on well point system
Presentation on well point systemPresentation on well point system
Presentation on well point system
 
Underwater construction
Underwater construction Underwater construction
Underwater construction
 
SINKING , TILTING AND DISEASE OF CAISSON
SINKING , TILTING AND DISEASE OF CAISSONSINKING , TILTING AND DISEASE OF CAISSON
SINKING , TILTING AND DISEASE OF CAISSON
 
types of canal
types of canaltypes of canal
types of canal
 
Tunnelling methods
Tunnelling methodsTunnelling methods
Tunnelling methods
 
Design of rcc structures
Design of rcc structuresDesign of rcc structures
Design of rcc structures
 
Gravity dam
Gravity damGravity dam
Gravity dam
 
Reservoir capacity, Reservoir sedimentation and control
Reservoir capacity, Reservoir sedimentation  and controlReservoir capacity, Reservoir sedimentation  and control
Reservoir capacity, Reservoir sedimentation and control
 
Classification of bridges
Classification of bridgesClassification of bridges
Classification of bridges
 
Bridge foundation
Bridge foundationBridge foundation
Bridge foundation
 
CEMENT CONCRETE
CEMENT CONCRETECEMENT CONCRETE
CEMENT CONCRETE
 
Kennedy's and laccy's theory
Kennedy's and laccy's theoryKennedy's and laccy's theory
Kennedy's and laccy's theory
 
DIFFERENT TYPE OF SHALLOW FOUNDATION
DIFFERENT TYPE OF SHALLOW FOUNDATIONDIFFERENT TYPE OF SHALLOW FOUNDATION
DIFFERENT TYPE OF SHALLOW FOUNDATION
 

Ähnlich wie Canal breach

Tx07451 cottletown dam-inspectionreport052815wsigs-reduced
Tx07451 cottletown dam-inspectionreport052815wsigs-reducedTx07451 cottletown dam-inspectionreport052815wsigs-reduced
Tx07451 cottletown dam-inspectionreport052815wsigs-reducedGordon Walton
 
American Leak Detection - American Waterworks Association
American Leak Detection - American Waterworks AssociationAmerican Leak Detection - American Waterworks Association
American Leak Detection - American Waterworks AssociationJoshua Butler
 
CCWA WaterWorks Spring 2014
CCWA WaterWorks Spring 2014CCWA WaterWorks Spring 2014
CCWA WaterWorks Spring 2014Gerald Fuller
 
Case Study No. 6-Road and Drainage Improvement Project in Caloocan City
Case Study No. 6-Road and Drainage Improvement Project in Caloocan CityCase Study No. 6-Road and Drainage Improvement Project in Caloocan City
Case Study No. 6-Road and Drainage Improvement Project in Caloocan Cityharoldtaylor1113
 
Feb 11 2014 public meeting
Feb 11 2014 public meetingFeb 11 2014 public meeting
Feb 11 2014 public meetingMCDEP
 

Ähnlich wie Canal breach (6)

Tx07451 cottletown dam-inspectionreport052815wsigs-reduced
Tx07451 cottletown dam-inspectionreport052815wsigs-reducedTx07451 cottletown dam-inspectionreport052815wsigs-reduced
Tx07451 cottletown dam-inspectionreport052815wsigs-reduced
 
American Leak Detection - American Waterworks Association
American Leak Detection - American Waterworks AssociationAmerican Leak Detection - American Waterworks Association
American Leak Detection - American Waterworks Association
 
gold.king.mine.2015
gold.king.mine.2015gold.king.mine.2015
gold.king.mine.2015
 
CCWA WaterWorks Spring 2014
CCWA WaterWorks Spring 2014CCWA WaterWorks Spring 2014
CCWA WaterWorks Spring 2014
 
Case Study No. 6-Road and Drainage Improvement Project in Caloocan City
Case Study No. 6-Road and Drainage Improvement Project in Caloocan CityCase Study No. 6-Road and Drainage Improvement Project in Caloocan City
Case Study No. 6-Road and Drainage Improvement Project in Caloocan City
 
Feb 11 2014 public meeting
Feb 11 2014 public meetingFeb 11 2014 public meeting
Feb 11 2014 public meeting
 

Kürzlich hochgeladen

Grade Three -ELLNA-REVIEWER-ENGLISH.pptx
Grade Three -ELLNA-REVIEWER-ENGLISH.pptxGrade Three -ELLNA-REVIEWER-ENGLISH.pptx
Grade Three -ELLNA-REVIEWER-ENGLISH.pptxkarenfajardo43
 
Student Profile Sample - We help schools to connect the data they have, with ...
Student Profile Sample - We help schools to connect the data they have, with ...Student Profile Sample - We help schools to connect the data they have, with ...
Student Profile Sample - We help schools to connect the data they have, with ...Seán Kennedy
 
Daily Lesson Plan in Mathematics Quarter 4
Daily Lesson Plan in Mathematics Quarter 4Daily Lesson Plan in Mathematics Quarter 4
Daily Lesson Plan in Mathematics Quarter 4JOYLYNSAMANIEGO
 
How to Make a Duplicate of Your Odoo 17 Database
How to Make a Duplicate of Your Odoo 17 DatabaseHow to Make a Duplicate of Your Odoo 17 Database
How to Make a Duplicate of Your Odoo 17 DatabaseCeline George
 
31 ĐỀ THI THỬ VÀO LỚP 10 - TIẾNG ANH - FORM MỚI 2025 - 40 CÂU HỎI - BÙI VĂN V...
31 ĐỀ THI THỬ VÀO LỚP 10 - TIẾNG ANH - FORM MỚI 2025 - 40 CÂU HỎI - BÙI VĂN V...31 ĐỀ THI THỬ VÀO LỚP 10 - TIẾNG ANH - FORM MỚI 2025 - 40 CÂU HỎI - BÙI VĂN V...
31 ĐỀ THI THỬ VÀO LỚP 10 - TIẾNG ANH - FORM MỚI 2025 - 40 CÂU HỎI - BÙI VĂN V...Nguyen Thanh Tu Collection
 
ROLES IN A STAGE PRODUCTION in arts.pptx
ROLES IN A STAGE PRODUCTION in arts.pptxROLES IN A STAGE PRODUCTION in arts.pptx
ROLES IN A STAGE PRODUCTION in arts.pptxVanesaIglesias10
 
Q4-PPT-Music9_Lesson-1-Romantic-Opera.pptx
Q4-PPT-Music9_Lesson-1-Romantic-Opera.pptxQ4-PPT-Music9_Lesson-1-Romantic-Opera.pptx
Q4-PPT-Music9_Lesson-1-Romantic-Opera.pptxlancelewisportillo
 
Grade 9 Quarter 4 Dll Grade 9 Quarter 4 DLL.pdf
Grade 9 Quarter 4 Dll Grade 9 Quarter 4 DLL.pdfGrade 9 Quarter 4 Dll Grade 9 Quarter 4 DLL.pdf
Grade 9 Quarter 4 Dll Grade 9 Quarter 4 DLL.pdfJemuel Francisco
 
Transaction Management in Database Management System
Transaction Management in Database Management SystemTransaction Management in Database Management System
Transaction Management in Database Management SystemChristalin Nelson
 
Scientific Writing :Research Discourse
Scientific  Writing :Research  DiscourseScientific  Writing :Research  Discourse
Scientific Writing :Research DiscourseAnita GoswamiGiri
 
Concurrency Control in Database Management system
Concurrency Control in Database Management systemConcurrency Control in Database Management system
Concurrency Control in Database Management systemChristalin Nelson
 
Measures of Position DECILES for ungrouped data
Measures of Position DECILES for ungrouped dataMeasures of Position DECILES for ungrouped data
Measures of Position DECILES for ungrouped dataBabyAnnMotar
 
Multi Domain Alias In the Odoo 17 ERP Module
Multi Domain Alias In the Odoo 17 ERP ModuleMulti Domain Alias In the Odoo 17 ERP Module
Multi Domain Alias In the Odoo 17 ERP ModuleCeline George
 
week 1 cookery 8 fourth - quarter .pptx
week 1 cookery 8  fourth  -  quarter .pptxweek 1 cookery 8  fourth  -  quarter .pptx
week 1 cookery 8 fourth - quarter .pptxJonalynLegaspi2
 
INTRODUCTION TO CATHOLIC CHRISTOLOGY.pptx
INTRODUCTION TO CATHOLIC CHRISTOLOGY.pptxINTRODUCTION TO CATHOLIC CHRISTOLOGY.pptx
INTRODUCTION TO CATHOLIC CHRISTOLOGY.pptxHumphrey A Beña
 
Narcotic and Non Narcotic Analgesic..pdf
Narcotic and Non Narcotic Analgesic..pdfNarcotic and Non Narcotic Analgesic..pdf
Narcotic and Non Narcotic Analgesic..pdfPrerana Jadhav
 
Congestive Cardiac Failure..presentation
Congestive Cardiac Failure..presentationCongestive Cardiac Failure..presentation
Congestive Cardiac Failure..presentationdeepaannamalai16
 

Kürzlich hochgeladen (20)

Grade Three -ELLNA-REVIEWER-ENGLISH.pptx
Grade Three -ELLNA-REVIEWER-ENGLISH.pptxGrade Three -ELLNA-REVIEWER-ENGLISH.pptx
Grade Three -ELLNA-REVIEWER-ENGLISH.pptx
 
Student Profile Sample - We help schools to connect the data they have, with ...
Student Profile Sample - We help schools to connect the data they have, with ...Student Profile Sample - We help schools to connect the data they have, with ...
Student Profile Sample - We help schools to connect the data they have, with ...
 
Daily Lesson Plan in Mathematics Quarter 4
Daily Lesson Plan in Mathematics Quarter 4Daily Lesson Plan in Mathematics Quarter 4
Daily Lesson Plan in Mathematics Quarter 4
 
How to Make a Duplicate of Your Odoo 17 Database
How to Make a Duplicate of Your Odoo 17 DatabaseHow to Make a Duplicate of Your Odoo 17 Database
How to Make a Duplicate of Your Odoo 17 Database
 
31 ĐỀ THI THỬ VÀO LỚP 10 - TIẾNG ANH - FORM MỚI 2025 - 40 CÂU HỎI - BÙI VĂN V...
31 ĐỀ THI THỬ VÀO LỚP 10 - TIẾNG ANH - FORM MỚI 2025 - 40 CÂU HỎI - BÙI VĂN V...31 ĐỀ THI THỬ VÀO LỚP 10 - TIẾNG ANH - FORM MỚI 2025 - 40 CÂU HỎI - BÙI VĂN V...
31 ĐỀ THI THỬ VÀO LỚP 10 - TIẾNG ANH - FORM MỚI 2025 - 40 CÂU HỎI - BÙI VĂN V...
 
ROLES IN A STAGE PRODUCTION in arts.pptx
ROLES IN A STAGE PRODUCTION in arts.pptxROLES IN A STAGE PRODUCTION in arts.pptx
ROLES IN A STAGE PRODUCTION in arts.pptx
 
Faculty Profile prashantha K EEE dept Sri Sairam college of Engineering
Faculty Profile prashantha K EEE dept Sri Sairam college of EngineeringFaculty Profile prashantha K EEE dept Sri Sairam college of Engineering
Faculty Profile prashantha K EEE dept Sri Sairam college of Engineering
 
Q4-PPT-Music9_Lesson-1-Romantic-Opera.pptx
Q4-PPT-Music9_Lesson-1-Romantic-Opera.pptxQ4-PPT-Music9_Lesson-1-Romantic-Opera.pptx
Q4-PPT-Music9_Lesson-1-Romantic-Opera.pptx
 
Grade 9 Quarter 4 Dll Grade 9 Quarter 4 DLL.pdf
Grade 9 Quarter 4 Dll Grade 9 Quarter 4 DLL.pdfGrade 9 Quarter 4 Dll Grade 9 Quarter 4 DLL.pdf
Grade 9 Quarter 4 Dll Grade 9 Quarter 4 DLL.pdf
 
INCLUSIVE EDUCATION PRACTICES FOR TEACHERS AND TRAINERS.pptx
INCLUSIVE EDUCATION PRACTICES FOR TEACHERS AND TRAINERS.pptxINCLUSIVE EDUCATION PRACTICES FOR TEACHERS AND TRAINERS.pptx
INCLUSIVE EDUCATION PRACTICES FOR TEACHERS AND TRAINERS.pptx
 
Transaction Management in Database Management System
Transaction Management in Database Management SystemTransaction Management in Database Management System
Transaction Management in Database Management System
 
prashanth updated resume 2024 for Teaching Profession
prashanth updated resume 2024 for Teaching Professionprashanth updated resume 2024 for Teaching Profession
prashanth updated resume 2024 for Teaching Profession
 
Scientific Writing :Research Discourse
Scientific  Writing :Research  DiscourseScientific  Writing :Research  Discourse
Scientific Writing :Research Discourse
 
Concurrency Control in Database Management system
Concurrency Control in Database Management systemConcurrency Control in Database Management system
Concurrency Control in Database Management system
 
Measures of Position DECILES for ungrouped data
Measures of Position DECILES for ungrouped dataMeasures of Position DECILES for ungrouped data
Measures of Position DECILES for ungrouped data
 
Multi Domain Alias In the Odoo 17 ERP Module
Multi Domain Alias In the Odoo 17 ERP ModuleMulti Domain Alias In the Odoo 17 ERP Module
Multi Domain Alias In the Odoo 17 ERP Module
 
week 1 cookery 8 fourth - quarter .pptx
week 1 cookery 8  fourth  -  quarter .pptxweek 1 cookery 8  fourth  -  quarter .pptx
week 1 cookery 8 fourth - quarter .pptx
 
INTRODUCTION TO CATHOLIC CHRISTOLOGY.pptx
INTRODUCTION TO CATHOLIC CHRISTOLOGY.pptxINTRODUCTION TO CATHOLIC CHRISTOLOGY.pptx
INTRODUCTION TO CATHOLIC CHRISTOLOGY.pptx
 
Narcotic and Non Narcotic Analgesic..pdf
Narcotic and Non Narcotic Analgesic..pdfNarcotic and Non Narcotic Analgesic..pdf
Narcotic and Non Narcotic Analgesic..pdf
 
Congestive Cardiac Failure..presentation
Congestive Cardiac Failure..presentationCongestive Cardiac Failure..presentation
Congestive Cardiac Failure..presentation
 

Canal breach

  • 1. July 11, 2011 This is a self paced presentation. Click mouse or space bar to advance to next slide.
  • 3. Time Line  4:00pm 911 notifies Ute Water about water on the road at 25 Rd & I Rd  4:50pm 911 notifies GVWU of Breach  5:00pm GVWU divert water to Persigo & Indian Washes  7:00pm GVWU attempt to Shore-up Breach  7:30pm GVDD Called by GVIC  7:45pm Water is flowing over 25 & I Road 3” deep  8:00pm Canal is at full breach  8:30pm GVWU departs to shut canal down  8:45 pm TV crews at 25 & I Road  9:00pm Canal water level reduced  9:15pm GVDD and GVIC feel Situation is stable  9:30pm GVWU prepares Tunnel 3 for closure  9:30pm Storm Hits desert North of I Road and East of 27 Road  10:00m GVWU begins Tunnel 3 closure  10:30pm City Streets notified of water at 26 ½ Rd & Catalina Dr
  • 4. Time Line  10:30pm 911 notifies GVIC there are high waters  10:30pm Water is flowing over 25 & I Road 12” deep  11:00pm GVWUA finalizes Tunnel 3 closure  12:30am Street crews finish clean up at Catalina Dr  1:00am City crews realize Canal has continued to breach  2:00am 911 notifies Road & Bridge and City Streets of excessive water  2:45am Threat to City Market fuel tanks assessed  3:00am Water flows begin to dissipate  6:ooam GVDD & GVIC employees notice extent of flooding on way to work  7:00am All agencies mobilize employees and equipment  9:00am City/521/GVDD find situation on Leach Creek & Gov Highline Canal  Tuesday GVWU learn of the Perfect Storm  Thursday Finish breach repair  Friday Water returned to the Canal
  • 5. 4:00pm Ute Water gets a call Daryl Moore from 911 finds canal beginning to breach Water on the Road!
  • 6. Canal Breach Government Highline Canal at its beginning stages
  • 7. Breach caused by failed culvert under the canal
  • 8.
  • 9. Shortly before Houston, We have a 5pm problem 911 notifies GVWU of a possible breach and instructs them to call Ute Water for details
  • 10. Between 5pm & 6pm GVWU diverts water  deploy employees & equipment  100+cfs diverted to Persigo Wash  80-100cfs diverted to Indian Wash  Adjust check structures East of breach The Government Highline Canal was flowing 574cfs at Indian Wash Monday morning Normal flow at Indian Wash is 650cfs
  • 11. 7:00pm  GVWU Attempts to shore-up breach with  Dirt  Concrete  Rip Rap
  • 12. 7:30 PM  GVDD gets a call for GVIC about a breach in the Government Highline east of 25 Road.  GVDD responds by putting personnel on notice that equipment may be needed to help with debris removal.  GVDD Checks North Cochran Wash from 24 ½ and H Road to and including Leach Creek to South of the Riverside Parkway  All Crossings are taking the increased flow, situation appears stable
  • 13. 7:45pm  Water overtopping 25 & I road 3” deep 8:00pm Government Highline Canal at full breach Stable and controlled with water management
  • 14. 8:30pm  GVWU adjusts check structure West of breach  GVWU departs to shut canal down
  • 15. 8:45pm  TV crews are at 25 & I Road
  • 16. 9:00pm • Canal water level reduced and Breach is full but situation is stable! • City Parks at Canyon View aware of situation • GVDD checks GVIC crossings with GVIC and, again, all crossings on North Cochran Wash are handling the increased flow
  • 17. 9:15pm All is Well • GVWU communicates to GVDD & GVIC the breach situation is controlled and GVDD & GVIC after checking downstream crossings agree to the stability of the conditions • GVDD has employees “stand down” all is stable and assistance with repairs can begin in the morning • Employees drive through a heavy rain on the way home
  • 18. GVWU prepares 9:30pm Tunnel 3 for closure  Sluice the Dam of debris  Lower the pond above the dam
  • 19. A heavy rainstorm pounds the 9:30pm desert along Leach Creek North of I Road and East of 27 Road
  • 20. Leach Creek under the Government Highline Leach Creek Canal is partially plugged and runs down the ROW and spills into the already crippled Canal two miles upstream from the breach I Road Overview Road
  • 21. Looking North at Leach Leach Creek Creek from Government Highline Canal
  • 22. Leach Creek spills into the Government Highline Canal leaving Debris large amounts of debris behind Debris 3x60” CMP
  • 23. Debris left behind by overflowing Leach Creek on the North side of the Canal
  • 24. Leach Creek Government Highline Canal North bank is washed into canal Leach Creek Damaged North bank of Canal
  • 25. Leach Creek Spills into the Government Highline and flows down stream to the “stable breach” Spill
  • 26. South side after Leach Creek storm Canal Leach Creek
  • 27.
  • 30. 10:00pm  GVWU Initializes Tunnel 3 Closure
  • 31. 10:30pm City Crews called to 26 ½ Rd & Catalina Dr Catalina Drive
  • 32. 10:30pm 911 notifies GVIC there are high waters. GVIC doesn’t realize this is a new issue, and still maintains the situation is under control The water is now 12” deep over 25 & I Road
  • 33. 11:00pm  GVWUA finalizes tunnel 3 closure
  • 34. 12:30am City crews finish removing mud and debris at 26 ½ Rd & Catalina Dr
  • 35. Property owner just finished major landscaping on this corner Catalina Drive
  • 36. 1:00am Street Crews realize Canal has additional waters entering the breach
  • 37. 1:30am GVWU employees returning from dam are amazed at amount of water flowing across 24 road and the deeper water over 25 & I road. Canal road to breach was impassable due to the wet, slick, and muddy conditions in the dark
  • 38. 2:00am 911 notifies Road & Bridge and City Streets of excessive water Alert!!! 25 Road & I Road •3’ deep pavement undercut 833 24 ½ Road •50’ exposed gas line •10’x150’x8’ washout •2.5 days to repair 2438 H Road •Exposed telephone line •1.5 days to repair
  • 39. 24 ½ Road •50’ exposed gas line •10’x150’x8’ washout •2.5 days to repair
  • 40. Flooding along 24 Road 2:00am  Water overtopping G Road  The West portion of the Canyon View Park parking lot was flooded  Water overtopping F ½ Road  Water crossing 24 Road into 24Road Video Store parking from there into the parking lots of  The Black Bear Diner  Starbucks  Holiday Inn Express  C&F (Loco) Food Store  Water overtopping Patterson on the East side then into Sutherlands  Water was to the top of the concrete fuel pump islands at City Market
  • 41. Water was to the top of 2:45am the concrete fuel pump islands Threat to City Market fuel tanks assessed
  • 42. 3:00am Water flows begin to dissipate  Water ceases to overtop  G Road  F ½ Road  Patterson Road  50% of 24 Rd between Patterson Rd & G Rd under water  Street crews begin cleaning mud & debris from arterial streets 6:30am GVDD & GVIC made aware of the extent of flooding from employees on their way to work
  • 43. All agencies Deploy 7:ooam  All agencies deploy employees and equipment for cleanup and repair except city streets whom continued through the night with their efforts. County Road & Bridge Ute Water GVIC GVWU GVDD 521 Drainage Authority
  • 44. 9:00am GVWU note the breach is 3 times the size City/521/GVDD find situation on Leach Creek and Government Highline Canal
  • 45. Tuesday GVWU learns of “Perfect Storm”  GVWU learns that the heavy rainfall occurring Monday evening caused damage to the North bank of the canal as the rain runoff sheet flowed off the desert and into the canal at the area designated “Spill” (for the purpose of this presentation)
  • 46. Thursday July 14 Finished breach repair
  • 47. Friday July 15 Water back in canal North bank of canal at Leach Creek is repaired & rip rapped Breach repair is complete and stable Arterial streets cleaned of debris Canal check structures reset Water users had water by Saturday 16 Continued cleaning South of Spill on Leach Creek until dispute with property owner GVIC removed debris from Appleton Flume
  • 49. each Creek fter Cleaning & Repair GVDD Cleaning Canal 60” CMP North side after cleaning & repair
  • 50. Leach Creek South of Canal Before Cleaning Leach Creek
  • 51. Canal Leach Creek Leach Creek 60” CMP South side after cleaning & repair
  • 56. 27 1/4 Road North of Canal
  • 57. Canal
  • 58. Spill Grand Vista Sub Summer Hill Sub
  • 59. Maintenance issues Grand Vista Sub
  • 60. Grand Vista Sub Debris caught on flume
  • 61. GVIC Highline Flume Possible Hazard Appleton Flume 24¼ Road Crossing
  • 63. Appleton Flume H Road 24 ¼ Road Piles of wood Appleton Flume 24¼ Road Crossing GVIC access road
  • 64. Appleton Flume Piles of wood
  • 66. 24 ¼ Road crossing North Cochran Wash
  • 67.
  • 68. 24 Road City Market F ½ Road
  • 69. 833 24 ½ Road
  • 70. Summary for GVDD  Better notification  Balance of resources  Mapping consistency  Identification of Increased Hazard Areas  On going debris cleaning and flow line maintenance  Natural stream maintenance & encroachment enforcement  Detention in upper basins  EIS on Walker Field runway