- / CHART NO. 4 I L L I N O I S CONTACT WORK BOATS - M/V GORDON STEVENS AP for O l m sted / Loc k 53 S A I L I N G L I N E
|
|
- Calvin Willis
- 5 years ago
- Views:
Transcription
1 89 7' W 37 10' N 37 10' N 89 6' W FEDERAL MOORING CELLS TOP ELEV WITH BUOYS ON TOP (CELLS WILL GO UNDER WATER WITH A CAIRO GAGE 49.1 ) 37 11' N 89 5' W 37 8' N for O l m sted Loc k 53 OL MS TE D PUBLIC ACCESS - MV GORDON STEVENS ' W MATCH LINE CHART AMERICA POINT H O D G E S B A Y O U CRE E K 968 HUMPHREY'S CREEK Project Depth Shown at Low Water Conditions Olmsted Upper Gage = 2. 0' 967 Olmsted Lower Gage = 10.1 ' Lock 53 Lower Gage = 8.0 ' FIX ED W EI R CE L LS A ND B OAT A B UTME NT FINISHED TOP ELEV ( A BU TME NT AND C EL LS W IL L GO UNDE R WATE R WITH AN OLMSTED UPPER GAGE 24.5 ) O L M S T E D L O C K & D A M C O N S T R U C T I O N S I T E - - MATCH LINE CHART 5 # # - RESTRICTED 89 3' W 37 7' N 89 5' W NOTE: IMPROVED CHANNEL AT MOUND CITY BAR IS DREDGED TO PROVIDE 9 ' PROJECT DEPTH AT AN EXPECTED MINIMUM STA GE OF 7. 5' ON CA IRO GAGE A ND 7. 3' ON LOWER GAGE AT DAM ' N 89 4' W 37 9' N 89 3' W S C A L E : 1 " = ' R E V I S E D : J U LY CHART NO. 4 Feet
2 595' Existing Fixed Weir 368' exist. Sheet Pile Cutoff Wall 227' Exist. Fixed Weir Cells 227' Navigable Pass Left Boat Abutment Future 1400' Navigation Pass 80' ILLINOIS Top of Bank. EL Top of Left Boat Abutment. EL Navigation Pass Concrete Elev Top Wicket Lifting Eye Elev Tainter Gate Sill, El Elev Top of Lock wall, El Fixed Weir ZERO OF GAGE Upper Gage Zero = Lower Gage Zero = OLMSTED ELEVATION LOOKING DOWNSTREAM ( LOCK SIZE 1200' x 110' ) ( LOCK SIZE 1200' x 110' ) Top of Concrete Sil, El (Top Gate Stops Elev ) ILLINOIS OHIO RIVER KENTUCKY Ladder Check Post
3 - Full Time Locking Water Below Elev Olmsted Upper Gage Below 27.0' Lock 53 Upper Gage Below 32.9' RESTRICTED ELEV MV GORDON STEVENS NO PASSING B ET W E E N to (ONEWAY TR AFF IC) w o u l d b e R e m o v e d i f C o n d i t i o n s A l l o w f o r O p e n R i v e r P a s s a g e FIXED WEIR CELLS AND BOATABU TMENT FINISHED TOP ELEV (ABU TMENTAND CELLS WILLGO U NDER WATER WITH AN OLMSTED U PPER GAGE 24.5) ,000 Feet CHART NO. 4D - Facing Page
4 FEDERAL MOORIN G CEL L S (CEL L S WIL L GO U N DER WAT ER WIT H A CAIRO GAGE 49.1) for O l m sted Loc k 53 - MV GORDON STEVENS p OL MST ED PU BL IC ACCESS FEDERAL MOORIN G CEL L S (CEL L S WIL L GO U N DER WAT ER WIT H AN OL MST ED U PPER GAGE OF41) HIGH WATER MOORING SIT E NO PASSING B ET W E E N to (ONEWAY TR AFF IC) G 1 G 2 G 3 C O N S T R U C T I O N S I T E 1300'Pa s s - R 1 G 4 R 2 R 3 G 5 EL EV.280 G 6 R 4 W i l l B e R e m o v e d a s N o L o n g e r N e e d e d 963 FIXED WEIR CEL L S AN D BOAT ABU T MEN T FIN ISHED T OP EL EV (ABU T MEN T AN D CEL L S WIL L GO U N DER WAT ER WIT H AN OL MST ED U PPER GAGE 24.5) No Construction Due to High Water Water Elevation above BU OY SL OCAT ION S: G1= N W G2= N W G3= N W G4= N W G5= N W G6= N W R1= N W R2= N W R3= N W R4= N W Olmsted Upper Gage Above 16.0' Lock 53 Upper Gage Above 21.9' N OT E:IMPROV ED CHAN N EL AT MOU N D CIT Y BAR IS DREDGED T O PROV IDE 9'PROJECT DEPT H AT AN EXPECT ED MIN IMU M ST AGE OF7.5'ON CAIRO GAGE AN D 7.3'ON L OWER GAGE AT DAM 53. CHART NO. SCAL E: 1"= 2000' 4F - REV ISED:JU L Y 2018 Fe e t
5 FEDERALMOORIN G CELLS TOP ELEV.320.0W ITH BUOYS ON TOP (CELLS W ILLGO UN DER W ATER W ITH ACAIRO GAGE 49.1) for O l m sted Loc k 53 - MV GORDON STEVENS p OLMSTED P UBLIC ACCESS FEDERALMOORIN G CELLS TOP ELEV.320.0W ITH BUOYS ON TOP (CELLS W ILLGO UN DER W ATER W ITH AN OLMSTED UP P ER GAGE OF41) RESTRICTED 963 HIGH WATER MOORING SIT E ELEV.280 RESTRICTED Full Time Locking Water Below Elev. 296 FIX ED W EIR CELLS AN D BOATABUTMEN T FIN ISHED TOP ELEV (ABUTMEN TAN D CELLS W ILLGO UN DER W ATER W ITH AN OLMSTED UP P ER GAGE 24.5) NO PASSING B ET W E E N to (ONEWAY TR AFF IC) Olmsted Upper Gage Below 27.0' Lock 53 Upper Gage Below 32.9' N OTE:IMP ROV ED CHAN N ELATMOUN D CITY BAR IS DREDGED TO P ROV IDE 9'P ROJECTDEP TH ATAN EX P ECTED MIN IMUM STAGE OF7.5'ON CAIRO GAGE AN D 7.3'ON LOW ER GAGE ATDAM 53. CHART NO. SCALE: 1"= 2000' 4G - REV ISED:JULY 2018 Feet
6 FEDERAL MOORIN G CEL L S (CEL L S WIL L GO U N DER WAT ER WIT H A CAIRO GAGE 49.1) OL MST ED PU BL IC ACCESS p FEDERAL MOORIN G CEL L S (CEL L S WIL L GO U N DER WAT ER WIT H AN OL MST ED U PPER GAGE OF41) - RESTRICTED - EL EV RESTRICTED FIXED WEIR CEL L S AN D BOAT ABU T MEN T -FIN ISHED T OP EL EV (ABU T MEN T AN D CEL L S WIL L GO U N DER WAT ER WIT H AN OL MST ED U PPER GAGE 24.5AS SHOWN ON L OCK CROSS-SECT ION ) N OT E:IMPROV ED CHAN N EL AT MOU N D CIT Y BAR IS DREDGED T O PROV IDE 9'PROJECT DEPT H AT AN EXPECT ED MIN IMU M ST AGE OF7.5'ON CAIRO GAGE AN D 7.3'ON L OWER GAGE AT DAM 53. CHART NO. SCAL E: 1"= 2000' 4H - Finished REV ISED:JU L Y 2018 Fe e t
A L A BA M A L A W R E V IE W
A L A BA M A L A W R E V IE W Volume 52 Fall 2000 Number 1 B E F O R E D I S A B I L I T Y C I V I L R I G HT S : C I V I L W A R P E N S I O N S A N D TH E P O L I T I C S O F D I S A B I L I T Y I N
More informationOH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9
OH BOY! O h Boy!, was or igin a lly cr eat ed in F r en ch an d was a m a jor s u cc ess on t h e Fr en ch st a ge f or young au di enc es. It h a s b een s een by ap pr ox i ma t ely 175,000 sp ect at
More information176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s
A g la di ou s F. L. 462 E l ec tr on ic D ev el op me nt A i ng er A.W.S. 371 C. A. M. A l ex an de r 236 A d mi ni st ra ti on R. H. (M rs ) A n dr ew s P. V. 326 O p ti ca l Tr an sm is si on A p ps
More informationCoastal and Hydraulics Laboratory
ERDC/CHL TR-15-12 Numerical Sedimentation Study of Shoaling on the Ohio River near Mound City, Illinois David Abraham, PhD., P.E., Nate Clifton, and Barry Vessels August 2015 Coastal and Hydraulics Laboratory
More informationUse precise language and domain-specific vocabulary to inform about or explain the topic. CCSS.ELA-LITERACY.WHST D
Lesson eight What are characteristics of chemical reactions? Science Constructing Explanations, Engaging in Argument and Obtaining, Evaluating, and Communicating Information ENGLISH LANGUAGE ARTS Reading
More informationU.S. ARMY CORPS OF ENGINEERS
CORPS FACTS Regulating Mississippi River Navigation Pools U.S. ARMY CORPS OF ENGINEERS BUILDING STRONG Historical Background Federal improvements in the interest of navigation on the Mississippi River
More informationEAGLES NEST AND PIASA ISLANDS
EAGLES NEST AND PIASA ISLANDS HABITAT REHABILITATION AND ENHANCEMENT PROJECT MADISON AND JERSEY COUNTIES, ILLINOIS ENVIRONMENTAL MANAGEMENT PROGRAM ST. LOUIS DISTRICT FACT SHEET I. LOCATION The proposed
More informationState Water Survey Division SURFACE WATER SECTION
State Water Survey Division SURFACE WATER SECTION AT THE UNIVERSITY OF ILLINOIS Illinois Department of Energy and Natural Resources SWS Miscellaneous Publication 88 SEDIMENTATION OF POOL 19 ON THE MISSISSIPPI
More informationNational Maritime Center
National Maritime Center Providing Credentials to Mariners (Sample Examination) Page 1 of 14 Choose the best answer to the following Multiple Choice Questions. 1. If your vessel must pass through a draw
More informationP a g e 5 1 of R e p o r t P B 4 / 0 9
P a g e 5 1 of R e p o r t P B 4 / 0 9 J A R T a l s o c o n c l u d e d t h a t a l t h o u g h t h e i n t e n t o f N e l s o n s r e h a b i l i t a t i o n p l a n i s t o e n h a n c e c o n n e
More informationCFD Modeling for Structure Designs in Environmental Impacts Mitigation
CFD Modeling for Structure Designs in Environmental Impacts Mitigation June 05 Navid Nekouee, Hugo Rodriguez and Steven Davie Environmental Impact Mitigation Design Savannah Harbor Expansion Project (SHEP)
More information2012 USACE Drought Actions
2012 USACE Drought Actions for Inland Waterway Users Board 68 Jim Walker Navigation Branch Chief 19 December 2012 US US Army Corps of of Engineers US Drought Monitor 1 2 3 4 6 5 Impacts: 1. The area in
More informationT h e C S E T I P r o j e c t
T h e P r o j e c t T H E P R O J E C T T A B L E O F C O N T E N T S A r t i c l e P a g e C o m p r e h e n s i v e A s s es s m e n t o f t h e U F O / E T I P h e n o m e n o n M a y 1 9 9 1 1 E T
More informationRiver Ice Modelling. Hydraulic Modelling of Mackenzie River at Ft. Province, NWT, Canada
River Ice Modelling Hydraulic Modelling of Mackenzie River at Ft. Province, NWT, Canada Submitted to F.E. Hicks, PhD, PEng, FCSCE Professor, Dept. of Civil and Environmental Engineering University of Alberta
More informationA Rich History. AB OVE T H E F O L D: C O N S T R U C T E D by Dwight B. Heard between 1919 and HUMAN SPIDER ON TH E RADIO FI LM DE B UT
S PAC E AVA I L A B LE F O R LE AS E! 1 1 2 N. C E N T R A L AV E N U E, P H O E N I X, A R I Z O N A AB OVE T H E F O L D: N E W F U T UR E. O L D S O U L. I n t h e h e a r t o f D o w n t o w n Ph o
More informationM E T R O P O L IT A N A R E A S, U N ITED S T A T E S A N D R E G IO N A L S U M M A R IE S,
M E T R O P O L IT A N A R E A, U N ITED T A T E A N D R E G IO N A L U M M A R IE, 1 9 6 9-7 0 Bulletin 1660-92 U.. DEPARTMENT OF LABOR BUREAU OF LABOR TATITIC B U R E A U O F L A B O R T A T I T IC R
More information= m. 30 m. The angle that the tangent at B makes with the x axis is f = tan-1
1 11. When the roller coaster is at B, it has a speed of 5 m>s, which is increasing at at = 3 m>s. Determine the magnitude of the acceleration of the roller coaster at this instant and the direction angle
More informationA PHYSICAL MODEL STUDY OF SCOURING EFFECTS ON UPSTREAM/DOWNSTREAM OF THE BRIDGE
A PHYSICA MODE STUDY OF SCOURING EFFECTS ON UPSTREAM/DOWNSTREAM OF THE BRIDGE JIHN-SUNG AI Hydrotec Researc Institute, National Taiwan University Taipei, 1617, Taiwan HO-CHENG IEN National Center for Hig-Performance
More informationUse precise language and domain-specific vocabulary to inform about or explain the topic. CCSS.ELA-LITERACY.WHST D
Lesson seven What is a chemical reaction? Science Constructing Explanations, Engaging in Argument and Obtaining, Evaluating, and Communicating Information ENGLISH LANGUAGE ARTS Reading Informational Text,
More informationTHIS PAGE DECLASSIFIED IAW E
THS PAGE DECLASSFED AW E0 2958 BL K THS PAGE DECLASSFED AW E0 2958 THS PAGE DECLASSFED AW E0 2958 B L K THS PAGE DECLASSFED AW E0 2958 THS PAGE DECLASSFED AW EO 2958 THS PAGE DECLASSFED AW EO 2958 THS
More informationSOLUTION. ill Principle of Impulse and Momentum: Referring to Fig. b, 75(0) + 75(9.81)(3) - T(3) = 75vA. vb = T (1) From Fig.
15 30. The crate B and cylinder A have a mass of 200 kg and 75 kg, respectively. If the system is released from rest, determine the speed of the crate and cylinder when t = 3 s. Neglect the mass of the
More informationPART 4 HURRICANE KATRINA STRIKES NEW ORLEANS AUGUST 2005
PART 4 HURRICANE KATRINA STRIKES NEW ORLEANS AUGUST 2005 Hurricane Katrina Hurricane Katrina swept across southern Florida and lost momentum, then gained speed and water, showing the second lowest barometric
More informationHydraulic Evaluation of Discharge Over Rock Closing Dams on the Upper Mississippi River
ydraulic Evaluation of Discarge Over Rock Closing Dams on te Upper Mississippi River Jon endrickson, P.E. Senior ydraulic Engineer, St Paul District Introduction Prototype data was used for calibrating
More informationBank Erosion and Morphology of the Kaskaskia River
Bank Erosion and Morphology of the Kaskaskia River US Army Corps Of Engineers St. Louis District Fayette County Soil and Water Conservation District Team Partners : Carlyle Lake Ecosystem Partnership Vicinity
More informationSoftware Process Models there are many process model s in th e li t e ra t u re, s om e a r e prescriptions and some are descriptions you need to mode
Unit 2 : Software Process O b j ec t i ve This unit introduces software systems engineering through a discussion of software processes and their principal characteristics. In order to achieve the desireable
More informationhttp://water.usgs.gov/waterwatch/ Stream Flow Measurement: Velocity-Area method Stream discharge = Q = U * A Q = volumetric flow rate in [L 3 T -1 ] U= average stream velocity [L 2 T -1 ] A = cross sectional
More informationAnalysis of the Effects of Bendway Weir Construction on Channel Cross Sectional Geometry
Mississippi River Miles 275.2 1.7 Analysis of the Effects of Bendway Weir Construction on Channel Cross Sectional Geometry By Timothy Lauth David Gordon, P.E. Katherine Clancey Adam Rockwell Brad Krischel
More informationStop 1: Marmot Dam Stop 1: Marmot Dam
Stop 1: Marmot Dam Stop 1: Marmot Dam Following the removal of Marmot Dam in 2007, the fate of the reservoir sediments has been monitored through a series of surveys and sediment transport measurements.
More informationC o r p o r a t e l i f e i n A n c i e n t I n d i a e x p r e s s e d i t s e l f
C H A P T E R I G E N E S I S A N D GROWTH OF G U IL D S C o r p o r a t e l i f e i n A n c i e n t I n d i a e x p r e s s e d i t s e l f i n a v a r i e t y o f f o r m s - s o c i a l, r e l i g i
More informationSRS. z39 Front Side Airbag Squib Circuit LH Y B Y. Center Airbag Sensor Assembly D2+ 2 A Y G Y R. Spiral Cable. Driver Side Squib 2nd Step Circuit
K Front retensioner LH L Front retensioner H z Front Side Airbag Squib Circuit LH z0 Front Side Airbag Squib Circuit H L+ L + Kz Kz Lz Lz L+ L C + C C SFL+ SFL SF+ C SF E(A), K(), L(C) Center Airbag Sensor
More informationInspection of Waterfront Facilities Using Vessel-Based Remote Sensing Mitchell, Del Bello, Suarez
Inspection of Waterfront Facilities Using Vessel-Based Remote Sensing Mitchell, Del Bello, Suarez American Association of Port Authorities Facilities Engineering Conference October 20-22, 2015 Waterfront
More informationEFFECT OF BAFFLE BLOCKS ON THE PERFORMANCE OF RADIAL HYDRAULIC JUMP
Fourth International Water Technology Conference IWTC 99, Alexandria, Egypt 255 EFFECT OF BAFFLE BLOCKS ON THE PERFORMANCE OF RADIAL HYDRAULIC JUMP O. S. Rageh Irrigation & Hydraulics Dept., Faculty of
More informationRadioactive Decay and Half Life Simulation 2/17 Integrated Science 2 Redwood High School Name: Period:
Radioactive Decay and Half Life Simulation 2/17 Integrated Science 2 Redwood High School Name: Period: Background I t was not until the end of the 1800 s that scientists found a method for determining
More informationMATH 310 TEST Measure April Answers
MATH 310 TEST Measure April 25 2007 Answers 1. Use t he draw ing below to illust rat e the relat ionship betw een cubic yards and cubic f eet. 2. Show the dimensional analysis for the conversion of 2 cubic
More informationGEOL 1121 Earth Processes and Environments
GEOL 1121 Earth Processes and Environments Wondwosen Seyoum Department of Geology University of Georgia e-mail: seyoum@uga.edu G/G Bldg., Rm. No. 122 Seyoum, 2015 Chapter 6 Streams and Flooding Seyoum,
More informationStormwater Outlet Sediment Traps
Stormwater Outlet Traps SEDIMENT CONTROL TECHNIQUES Photo 1 Excavated sediment trap just prior to scheduled clean-out (note energy dissipater at end of pipe) Photo 2 A supplementary straw bale barrier
More informationFall / Winter Multi - Media Campaign
Fall / Winter Multi - Media Campaign Bi g H or n R a di o N et w or k 1 B U B B A S B A R- B- Q U E R E ST A U R A N T 10% O F F B R E A K F A S T C o u p o n vali d M o n.- Fri. 7-11 a m Excl u des a
More informationCayuga Lake Model. 2-D Hydrodynamic Model. TAC Meeting Wednesday, January 15, 2014 Cornell University, Ithaca, NY. Upstate Freshwater Institute
Cayuga Lake Model 2-D Hydrodynamic Model Upstate Freshwater Institute TAC Meeting Wednesday, January 15, 2014 Cornell University, Ithaca, NY 1/15/2014 Upstate Freshwater Institute 1 Two-Dimensional Model
More informationLagunitas Creek Stewardship Plan. Marin Municipal Water District
Lagunitas Stewardship Plan Marin Municipal Water District Final June 2011 FIGURES Lagunitas Stewardship Plan Final June 2011 Legend Tomales Bay Highway 1 Major Roads Public Lands Marin Municipal Water
More informationSyllable Division- Nonsense Words Closed. Directions: Underline the vowels. Then divide and label the syllables. 1. l a b n e t 8.
Syllable Division- Nonsense Words Closed 1. l a b n e t 8. b o n f i l 2. p e n c a g 9. d a n s i l 3. m a p k i f 1 0. f o n f a c h 4. s e p g a t 1 1. u n g o b 5. m i s t e f 1 2. s t a g m i t 6.
More informationProvider Satisfaction
Prider Satisfaction Prider Satisfaction [1] NOTE: if you nd to navigate away from this page, please click the "Save Draft" page at the bottom (visible to ONLY logged in users). Otherwise, your rpons will
More informationFr anchi s ee appl i cat i on for m
Other Fr anchi s ee appl i cat i on for m Kindly fill in all the applicable information in the spaces provided and submit to us before the stipulated deadline. The information you provide will be held
More informationminceymarble.com 4321 Browns Bridge Road, Gainesville, GA Ph: Fx:
minceymarble.com 4321 Browns Bridge Road, Gainesville, GA 30504 Ph: 800.533.1806 Fx: 770.531.0935 For Stan ar Sho er S Di i ion 1 13 De cription : lti iece Seale S r ace anel S te a e : 3x S a Serie :
More informationDangote Flour Mills Plc
SUMMARY OF OFFER Opening Date 6 th September 27 Closing Date 27 th September 27 Shares on Offer 1.25bn Ord. Shares of 5k each Offer Price Offer Size Market Cap (Post Offer) Minimum Offer N15. per share
More informationDownloaded from
HEIGHTS AND DISTANCES 1. If te angle of elevation of cloud from a point meters aove a lake is and te angle of depression of its reflection in te lake is cloud is., prove tat te eigt of te Ans : If te angle
More informationNUMERICAL MODEL FOR MOVABLE BED AS A TOOL FOR THE SIMULATION OF THE RIVER EROSION A CASE STUDY
NUMERICAL MODEL FOR MOVABLE BED AS A TOOL FOR THE SIMULATION OF THE RIVER EROSION A CASE STUDY Solichin 1 Abstract: A serious erosion problem takes place in Cipamingkis River in west Java, Indonesia. As
More information3 2 - x is correct. Since 32 is the total games played, and x is her number of wins, the losses must be 32 take away x.
Coordinate Algebra (CCGPS) EOCT Quiz Answer Key Algebra - (MCC9 12.A.SSE.1 ) Interpret Expressions, (MCC9 12.A.SSE.1b) Complicated Expressions, (MCC9 12.A.CED.1 ) Create Equations, (MCC9 12.A.CED.2) Graph
More informationCalculus I, Fall Solutions to Review Problems II
Calculus I, Fall 202 - Solutions to Review Problems II. Find te following limits. tan a. lim 0. sin 2 b. lim 0 sin 3. tan( + π/4) c. lim 0. cos 2 d. lim 0. a. From tan = sin, we ave cos tan = sin cos =
More informationRiverine Modeling Proof of Concept
Technical Team Meeting Riverine Modeling Proof of Concept Version 2 HEC-RAS Open-water Flow Routing Model April 15-17, 2014 Prepared by R2 Resource Consultants, Brailey Hydrologic, Geovera, Tetra Tech,
More informationForm and content. Iowa Research Online. University of Iowa. Ann A Rahim Khan University of Iowa. Theses and Dissertations
University of Iowa Iowa Research Online Theses and Dissertations 1979 Form and content Ann A Rahim Khan University of Iowa Posted with permission of the author. This thesis is available at Iowa Research
More informationLesson Ten. What role does energy play in chemical reactions? Grade 8. Science. 90 minutes ENGLISH LANGUAGE ARTS
Lesson Ten What role does energy play in chemical reactions? Science Asking Questions, Developing Models, Investigating, Analyzing Data and Obtaining, Evaluating, and Communicating Information ENGLISH
More informationI zm ir I nstiute of Technology CS Lecture Notes are based on the CS 101 notes at the University of I llinois at Urbana-Cham paign
I zm ir I nstiute of Technology CS - 1 0 2 Lecture 1 Lecture Notes are based on the CS 101 notes at the University of I llinois at Urbana-Cham paign I zm ir I nstiute of Technology W hat w ill I learn
More informationYou can see w h at gold is u sed f or dow n below : )
d l o G U A You can see w h at gold is u sed f or dow n below : ) Bu t f ir st look at ou r in t r odu ct ion Gold is t h e at om u sed in m an y t h in gs lik e jew elr y it is also u sed w it h elect
More informationHow Do Human Impacts and Geomorphological Responses Vary with Spatial Scale in the Streams and Rivers of the Illinois Basin?
How Do Human Impacts and Geomorphological Responses Vary with Spatial Scale in the Streams and Rivers of the Illinois Basin? Bruce Rhoads Department of Geography University of Illinois at Urbana-Champaign
More informationH STO RY OF TH E SA NT
O RY OF E N G L R R VER ritten for the entennial of th e Foundin g of t lair oun t y on ay 8 82 Y EEL N E JEN K RP O N! R ENJ F ] jun E 3 1 92! Ph in t ed b y h e t l a i r R ep u b l i c a n O 4 1922
More informationNUMERICAL MODELLING IN ENVIRONMENTAL IMPACT ASSESSMENT OF CONSTRUCTION WORKS WITHIN RIVER BAYS - A CASE STUDY
NUMERICAL MODELLING IN ENVIRONMENTAL IMPACT ASSESSMENT OF CONSTRUCTION WORKS WITHIN RIVER BAYS - A CASE STUDY M. Jovanović 1, R. Kapor, B. Zindović University of Belgrade Faculty of Civil Engineering E-mail:
More informationK E L LY T H O M P S O N
K E L LY T H O M P S O N S E A O LO G Y C R E ATO R, F O U N D E R, A N D PA R T N E R K e l l y T h o m p s o n i s t h e c r e a t o r, f o u n d e r, a n d p a r t n e r o f S e a o l o g y, a n e x
More informationLake Winnebago Regulation Meeting
Lake Winnebago Regulation Meeting USACE Detroit District October 9, 2014 US Army Corps of Engineers Agenda Basin Overview Major Stakeholders Maintenance a and Repair Work Weather Conditions 2013-20142014
More informationDo you think sediment transport is a concern?
STREAM RESTORATION FRAMEWORK AND SEDIMENT TRANSPORT BASICS Pete Klingeman 1 What is Your Restoration Project Like? k? Do you think sediment transport is a concern? East Fork Lewis River, WA Tidal creek,
More informationMATHEMATICS: PAPER II. 2. Write your examination number in the space provided in your Answer Book.
NATIONAL SENIOR CERTIFICATE EXAMINATION NOVEMBER 009 MATHEMATICS: PAPER II Time: 3 hours 150 marks PLEASE READ THE FOLLOWING INSTRUCTIONS CAREFULLY 1. This question paper consists of 0 pages, and a green
More informationc. What is the average rate of change of f on the interval [, ]? Answer: d. What is a local minimum value of f? Answer: 5 e. On what interval(s) is f
Essential Skills Chapter f ( x + h) f ( x ). Simplifying the difference quotient Section. h f ( x + h) f ( x ) Example: For f ( x) = 4x 4 x, find and simplify completely. h Answer: 4 8x 4 h. Finding the
More informationAPPENDIX A M&T/Llano Seco Long-Term Water Reliability Study These photos are examples of rock spurs in use throughout the United States
APPENDIX A M&T/Llano Seco Long-Term Water Reliability Study These photos are examples of rock spurs in use throughout the United States Glenn Colusa Irrigation District completed a Sacramento River project
More informationAdvanced /Surface Hydrology Dr. Jagadish Torlapati Fall 2017 MODULE 2 - ROUTING METHODS
Routing MODULE - ROUTING METHODS Routing is the process of find the distribution of flow rate and depth in space and time along a river or storm sewer. Routing is also called Flow routing or flood routing.
More informationStrategies for managing sediment in dams. Iwona Conlan Consultant to IKMP, MRCS
Strategies for managing sediment in dams Iwona Conlan Consultant to IKMP, MRCS 1 Sediment trapping by dams Active storage capacity Dead storage coarse material (bed load) Fine materials (suspension) Francis
More informationFlooding in Manayunk Neighborhood of Philadelphia
Flooding in Manayunk Neighborhood of Philadelphia Samuel Brodfuehrer GIS in Water Resources December 8, 2017 Introduction... 3 Philadelphia Overview... 3 Manayunk Overview... 4 Project Objective... 6 Methods
More informationUpper Mississippi River Basin Environmental Management Program Workshop
Presentation to the Upper Mississippi River Basin Environmental Management Program Workshop by Michael Rodgers River Engineer US Army Corps of Engineers, St. Louis District August 17, 2007 Engineering
More informationNCP3 NCP4 EXISTING CONDITIONS NOTES: RIP-RAP FAILED WALL SECTION NORTH WAREHOUSE CEMEX SILOS BULKHEAD WALL
UGE UGE UGE UGE UGE UGE UGE N SCALE: " = 4 6 ' 445 CHALLENGER RD., SUITE () 799-6 () 799-8 (FA) SCALE: JOB # NOTED - P RIP-RAP CEME SILOS DOLPHIN RD. FAILED WALL SECTION NORTH WAREHOUSE BULKHEAD WALL NCP4
More informationSnork Synthesis Lab Lab Directions
Snork Synthesis Lab Lab Directions This activity, modified from the original at The Biology Corner, will help you practice your understanding of protein synthesis. Submit your lab answers according to
More informationChemistry 3411 MWF 9:00AM Spring Physical Chemistry I - Exam #2, Version A (Dated: February 27, 2009)
Chemistry 3411 MWF 9:00AM Spring 2009 Physical Chemistry I - Exam #2, Version A (Dated: February 27, 2009) 1 Name: GT-ID: NOTE: Partial Credit will be awarded! However, full credit will be awarded only
More informationBeechwood Music Department Staff
Beechwood Music Department Staff MRS SARAH KERSHAW - HEAD OF MUSIC S a ra h K e rs h a w t r a i n e d a t t h e R oy a l We ls h C o l le g e of M u s i c a n d D ra m a w h e re s h e ob t a i n e d
More informationRock Sizing for Multi-Pipe & Culvert Outlets
Rock Sizing for Multi-Pipe & Culvert Outlets STORMWATER AND WATERWAY MANAGEMENT PRACTICES Photo 1 Rock pad outlet structure at end of a duel stormwater pipe outlet Photo 2 Rock pad outlet structure at
More informationWP2.1 BREACH FORMATION LARGE SCALE EMBANKMENT FAILURE
WP2. BREACH FORMATION LARGE SCALE EMBANKMENT FAILURE Kjetil Arne Vaskinn, Sweco Gröner Norway Aslak Løvoll, Norconsult AS Norway Kaare Höeg, Norwegian Geotechnical Institute (NGI), Norway WP2. BREACH FORMATION
More informationExecutive Committee and Officers ( )
Gifted and Talented International V o l u m e 2 4, N u m b e r 2, D e c e m b e r, 2 0 0 9. G i f t e d a n d T a l e n t e d I n t e r n a t i o n a2 l 4 ( 2), D e c e m b e r, 2 0 0 9. 1 T h e W o r
More informationTable of C on t en t s Global Campus 21 in N umbe r s R e g ional Capac it y D e v e lopme nt in E-L e ar ning Structure a n d C o m p o n en ts R ea
G Blended L ea r ni ng P r o g r a m R eg i o na l C a p a c i t y D ev elo p m ent i n E -L ea r ni ng H R K C r o s s o r d e r u c a t i o n a n d v e l o p m e n t C o p e r a t i o n 3 0 6 0 7 0 5
More informationINTRODUCTION AND MATHMATICAL Concepts. 1. Which one of the following is an SI base unit? (a) gram (c) newton (e) kilogram
chapter INTRODUCTION AND MATHMATICAL Concepts Section 1.2 Units Section 1.3 The Role of Units in Problem Solving 1. Which one of the following is an SI base unit? (a) gram (c) newton (e) kilogram (b) slug
More informationMaxDepth Aquatics, Inc.
MaxDepth Aquatics, Inc. Bathymetry of Mirror Pond From Newport Bridge to Galveston Bridge Prepared for the City of Bend By Joseph Eilers & Benn Eilers MaxDepth Aquatics, Inc. Bend, OR June 2005 INTRODUCTION
More informationRucker Pond. Background
Rucker Pond Background The Rucker Basin consists of two subbasins (East and West) that drain to a single area known as Rucker Pond. Both subbasins have the same hydraulic parameters, but have different
More informationInstruction Sheet COOL SERIES DUCT COOL LISTED H NK O. PR D C FE - Re ove r fro e c sed rea. I Page 1 Rev A
Instruction Sheet COOL SERIES DUCT COOL C UL R US LISTED H NK O you or urc s g t e D C t oroug y e ore s g / as e OL P ea e rea g product PR D C FE RES - Re ove r fro e c sed rea t m a o se e x o duct
More informationWhich one of the following is an SI base unit? (a) gram (c) newton (e) kilogram
chapter INTRODUCTION AND MATHEMATICAL CONCEPTS Section 1. Units Section 1.3 The Role of Units in Problem Solving 1. Which one of the following is an SI base unit? (a) gram (c) newton (e) kilogram (b) slug
More informationEnclosure 27. Memorandum for Record Gulf Sturgeon Spawning Habitat Survey and Mapping October 2002
Enclosure 27 Memorandum for Record Gulf Sturgeon Spawning Habitat Survey and Mapping 23-23 October 2002 CESAM-PD-EI 31 October 2002 MEMORANDUM FOR RECORD SUBJECT: Gulf Sturgeon Spawning Habitat on the
More informationCountermeasure Calculations and Design
Countermeasure Calculations and Design Summarized from Bridge Scour and Stream Instability Countermeasures, Experience, Selection, and Design Guidance, Second Edition, Publication No. FHWA NHI 01-003,
More informationLAPWARE, LLC. Profit Island Chute is open to navigation and is a shortcut for single-barge
1 109 The following questions (1-10) are based on the Army Corps. of Engineers Mississippi River Maps (Cairo to the Gulf) and the Light List. 443 500 623 748 At 0630, on 15 March, you are upbound on the
More informationROAD INVENTORY FOR CERTIFICATION OF MILEAGE
ROD INVENTORY FOR CERTIFICTION OF MILEGE Kay F outs Road Inventory Supervisor, IS H C ISHC ROD IN V E N T O R Y SECTIO N ND DT C O L L E C T IO N s provided in the Indiana Code, the Indiana State Highway
More informationCHANGES IN RIVER BED AROUND THE FUKAWA CONTRACTION AREA BY FLOODS AND CHANNEL IMPROVEMENT WORKS IN THE LOWER TONE RIVER
The 1 th Int. Conf. on Hydroscience and Engineering (ICHE-212), Nov. 4 Nov. 7, Orlando, USA 1 CHANGES IN RIVER BED AROUND THE FUKAWA CONTRACTION AREA BY FLOODS AND CHANNEL IMPROVEMENT WORKS IN THE LOWER
More informationIsland Design. UMRS EMP Regional Workshop. Presentation for the
Island Design Presentation for the UMRS EMP Regional Workshop by Jon Hendrickson Hydraulic Engineer Regional Technical Specialist, Water Quality and Habitat Restoration August 17 19, 2005 Project Delivery
More informationModelling the Impacts of Dam Rehabilitation on River Ice Jam: A Case Study on the Matane River, QC, Canada
CGU HS Committee on River Ice Processes and the Environment 19 th Workshop on the Hydraulics of Ice Covered Rivers Whitehorse, Yukon, Canada, July 9-12, 2017. Modelling the Impacts of Dam Rehabilitation
More informationEmergency Action Plan (EAP) Tata Pond Dam
For Official Use Only Not for Public Distribution 02/03/16 Emergency Action Plan (EAP) Tata Pond Dam State of Connecticut Dam ID: 0000 Town or City, County, Connecticut Name of Dam Owner Dam Hazard Classification
More informationNOTES ON OPEN CHANNEL FLOW
NOTES ON OPEN CANNEL FLOW Prof. Marco Pilotti Facoltà di Ingegneria, Università degli Studi di Brescia Profili di moto permanente in un canale e in una serie di due canali - Boudine, 86 OPEN CANNEL FLOW:
More informationTanjung Priok GFPPEP. Presentation and discussion, 22 October 2009 PT. PLN (Persero) Jasa Enjiniring Office Jl. KS Tubun I/2 Petamburan, Jakarta
Tanjung Priok GFPPEP Presentation and discussion, 22 October 2009 PT. PLN (Persero) Jasa Enjiniring Office Jl. KS Tubun I/2 Petamburan, Jakarta prepared by Department of Civil and Environmental Engineering
More informationP a g e 3 6 of R e p o r t P B 4 / 0 9
P a g e 3 6 of R e p o r t P B 4 / 0 9 p r o t e c t h um a n h e a l t h a n d p r o p e r t y fr om t h e d a n g e rs i n h e r e n t i n m i n i n g o p e r a t i o n s s u c h a s a q u a r r y. J
More informationRelative Velocities In Two Dimensions
Relative Velocities In Two Dimensions The heading is the angle of the moving body the direction the object is pointing. The resultant velocity is typically the velocity of the object relative to the ground.
More informationBeaver Creek Corridor Design and Analysis. By: Alex Previte
Beaver Creek Corridor Design and Analysis By: Alex Previte Overview Introduction Key concepts Model Development Design Accuracy Conclusion Refresh v = Beaver Creek Site = Wittenberg Introduction Low head
More informationAshville Park Stormwater Management System Scenarios with Village C
Memorandum o: From: Greg Johnson P.E. Mike Morgan P.E. Date: February 16 201 Subject: Ashville Park Stormwater Management System Scenarios with Village Introduction his memo presents analysis performed
More informationRegional Sediment Management
Regional Sediment Management Linda S. Lillycrop Program Manager Coastal Engineer US Army Engineer Research and Development Center Coastal and Hydraulics Laboratory Q AVG Coastal Resilience: The Environmental,
More informationMe n d e l s P e a s Exer c i se 1 - Par t 1
!! Me n d e l s P e a s Exer c i se 1 - Par t 1 TR UE - BR E E D I N G O R G A N I S M S Go a l In this exercise you will use StarGenetics, a genetics experiment simulator, to understand the concept of
More informationA STUDY OF LOCAL SCOUR AT BRIDGE PIERS OF EL-MINIA
A STUDY OF LOCAL SCOUR AT BRIDGE PIERS OF EL-MINIA Dr. Gamal A. Sallam 1 and Dr. Medhat Aziz 2 ABSTRACT Bridges are critical structures that require a substantial investment to construct and serve an important
More informationMLSE in a single path channel. MLSE in a multipath channel. State model for a multipath channel. State model for a multipath channel
MLSE in a single path channel MLSE - Maximum Lielihood Sequence Estimation T he op timal detector is the one w hich selects from all p ossib le transmitted b it sequences the one w ith hig hest p rob ab
More informationSome Applications of trigonometry
Some Applications of trigonometry 1. A flag of 3m fixed on the top of a building. The angle of elevation of the top of the flag observed from a point on the ground is 60º and the angle of depression of
More informationBird s Point HSR MODEL River Miles HYDRAULIC SEDIMENT RESPONSE MODEL INVESTIGATION
Technical Report M61 Bird s Point HSR MODEL River Miles 5.8 0.0 HYDRAULIC SEDIMENT RESPONSE MODEL INVESTIGATION By Ashley N. Cox Adam M. Rockwell Jasen L. Brown, P.E. Robert D. Davinroy, P.E. Eddie J.
More informationPreparation of a Hydrodynamic model of. Detroit River- St. Clair River waterways. with Telemac-2D
Preparation of a Hydrodynamic model of Detroit River- St. Clair River waterways with Telemac-2D Controlled Technical Report CHC-CTR-085 March 2009 CTR-CHC-085 NRC-CHC has prepared this report for the International
More information