The Details of Design. Dominic Shaw Waterline Studios, Inc
|
|
|
- Bryan Terry
- 5 years ago
- Views:
Transcription
1 Water is the driver of nature...so one might say that it changes into as many natures as are the different places through which is passes. And as the mirror changes with the color of its objects so this changes with the nature of the places it passes: Health-giving, harmful, laxative, astringent, sulphurous, salt, sanguine, depressed, raging, angry, red, yellow, green, black, blue, oily, thick, thin. Now it brings conflagration, then it extinguishes; is warm and is cold; now it carries away, then it sets down, now it hollows out, then it raises up, now it tears down, then it establishes, now it fills up and then it empties, now it rises and then it deepens, now it speeds and then lies still...now it nourishes and then does the contrary, now it is salt and then is without savor With time everything changes. Leonardo da Vinci
2 The Details of Design Dominic Shaw Waterline Studios, Inc
3
4
5
6
7
8
9
10 Water Feature Costs Average water feature costs is between $ k Assumes: Basic pool shape and finishes Standard water effects, nozzles or waterfalls Standard lighting No interactive components < 100 distance to equipment space
11 $135,000
12 $500,000
13 $2,000,000
14 $35,000,000
15 Understanding the Medium or All about Water Terminology Knowing the difference between water effects Execution of effects In order to execute you need to know how they work How to make them work The devil in the details Knowing the details Construction methods and tolerances
16 Types of Waterfalls Cascades heavy flows and falls Steps aerated white water Veils or Sheet falls smooth flows Waterwalls Aerated contained white water Textured controlled roll waves Tension smooth wave patterns
17 Hydraulic Design Waterfalls Types: Smooth Sheets, Cascades, Steps, Waterwalls require different flow rates and physical arrangements Flow requirements are per lineal foot but knowledge of how this translates into flow depth is important Weir design is very important to the execution of any given water effect
18 Flow rates for water depths 1/8 depth = 5 gpm per lineal foot 1/4 depth = 10 gpm per lineal foot 1/2 depth = 17 gpm per lineal foot 3/4 depth = 28 gpm per lineal foot 1 depth = 40 gpm per lineal foot 1.5 depth = 70 gpm per lineal foot 2 depth = 105 gpm per lineal foot
19
20 Shut Down Rise Area of upper pool (ft 2) x Depth of water (ft) = volume of water to catch (ft 3 ) Volume of water to catch (ft 3 ) Area of lower pool = Shut down rise (ft) Example: Upper pool size 10 x 20 = 200 sq. ft. Lower pool size 20 x 4 = 80 sq. ft. Flow over waterfall = 1 = sq. ft x.083 ft = 16.6 cu. ft cu. ft. 80 sq. ft =.2075 = 2.49
21
22
23
24
25 Laminar Flow Non turbulent, non crossing flow with a Reynolds number of 2000 or less Stable in nozzles Stable in water falls Usually does not occur in pipes larger than ¾
26
27
28
29
30 Weir A dam used to hold back or set the elevation of a waterway. Types of weirs Blade weirs Broad crested weirs Broad crested with end contractions Round crested Sharp crested Notch weirs, comb weirs, filigree
31
32
33
34
35 Cascades
36 Cascades Easiest to execute because of weir tolerances Tolerant to turbulence Works with all types of stone finishes Stone finish types: Polished smooth Honed just under polished Thermal/flamed/exfoliated coarse texture from heat Sawn rough cut Split face rough cleave
37
38 Sheet Falls
39 Sheet Falls Most difficult to execute Smooth approach velocity required No turbulence Proper weir profile Proper flow volume Max height feet
40
41
42
43
44 Waterfalls Flow requirements: Cascades: Over cut stones or concrete allow up to 35 gpm per foot Over coarse or natural stone allow up to 50 gpm per foot Smooth Sheets: 3-5 fall allow 40 gpm per foot 5-10 fall allow 100 gpm per foot fall allow 150 gpm per foot
45
46
47
48
49
50 Waterwalls
51 Waterwalls Aerated textured rough surface white water look Tension smooth surface surface waves Textured tooled surface roll waves Chadar textured, tiled or tooled and battered moderate white water or textured water
52
53
54
55
56
57
58
59
60
61 Chadar: n, a cloth used for head covering by Hindu and Muslim women Batter: n, a backward or upward slope of a wall or the like
62
63
64
65
66
67
68
69
70
71
72
73 Flows for Waterwalls Aerated waterwalls - up to 35 gpm per lineal foot Tension and textured waterwalls gpm per lineal foot
74
75
76
77 Designing for velocity and turbulence Discharge velocity has to be controlled with proper pipe and fitting sizing Velocity calculation GPM 60 = gallons per second GPS 7.48 = cubic ft. per second FT 3 open area of fitting (ft 2 ) = feet per second Gallons 7.48 = cubic feet Open area in sq. inches 144 = sq. feet Typically design for 3 /sec from fittings
78
79
80
81 Figuring velocity
82 High End Design What is it and how do I get some? Observation is your best teacher There are very few new ideas but many new arrangements Often the design is the idea that you have to work out but sometimes it is a simple but elegant detail What feels right?
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97 Hide the Hardware
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121 Who has the ideas? Take the time to look through books and magazines used book stores are great Look at the work of sculptors and artists for inspiration who was Isamu Noguchi? Don t be afraid to try ask for help - test Scale things up and down to fit your project Embrace technology but don t necessarily buy into it Surf the web
122 Interesting Web Sites wstudio.com/
123
124
125
126
127
128
129
130 Trompe L oeil Tromp loy to fool the eye
131
132 Observation What does your library look like? Teach yourself to look at the surroundings of a project you like to find out how all of the elements contribute to the whole success. Carry a camera If you pay attention, you will learn something new every day
133 Mock it up Test the effect don t guess
134
135
136
137
138
139 Where do you get help? Landscape Architects/Architects Fountain Consultants Fountain Manufacturers Artists in all mediums Peers and contractors Manufacturer s representatives Universities students and professors
140
141
142
143
144
145
146
147
148
149
150
151 LIGHTING
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166 THE END
HYDRAULIC JUMP AND WEIR FLOW
HYDRAULIC JUMP AND WEIR FLOW 1 Condition for formation of hydraulic jump When depth of flow is forced to change from a supercritical depth to a subcritical depth Or Froude number decreases from greater
Components of a Barrage
Components of a Barrage Definition The only difference between a weir and a barrage is of gates, that is the flow in barrage is regulated by gates and that in weirs, by its crest height. Barrages are costlier
Transition Submergence and Hysteresis Effects in Three-Foot Cutthroat Flumes
Transition Submergence and Hysteresis Effects in Three-Foot Cutthroat Flumes Why Measure Water for Irrigation? (You had to ask.) Improve: Accuracy Convenience Economics Water Measurement Manual (Door Prize)
Pumping Systems for Landscaping Pumps, Controls and Accessories. Mark Snyder, PE
October 21, 2010 Pumping Systems for Landscaping Pumps, Controls and Accessories Mark Snyder, PE Pump Station Design Purpose of Pump Stations Pump stations are designed to boost water pressure from a lower
CHAPTER 5 CULVERT DESIGN
CHAPTER 5 CULVERT DESIGN HYDRAULICS OF CULVERTS There are two major types of culvert flow: 1) flow with inlet control, and 2) flow with outlet control. For each type, different factors and formulas are
MATH AND MAINTENANCE FOR PUMPS AND BLOWERS TRAINING SEMINAR
MATH AND MAINTENANCE FOR PUMPS AND BLOWERS TRAINING SEMINAR FORCE WEIGHT OF WATER MEASURED IN POUNDS PRESSURE = FORCE PER UNIT AREA WEIGHT PER UNIT AREA PRESSURE (PSI) = FORCE (LBS) / AREA (IN 2 ) P (PSI)
FIRE LOGISTICS AND MATH EDUCATION A Rumpke Public Outreach Program
FIRE LOGISTICS AND MATH EDUCATION A Rumpke Public Outreach Program Welcome & Introductions Identify emergency exits to all participants. Identify location of restroom facilities. Cover any other related
Cover. REVIVE REFRESH RENEW with our Endless Pool Maintenance Kits
Cover REVIVE REFRESH RENEW with our Endless Pool Maintenance Kits H Y D R A U L I C M O T O R R E P L A C E M E N T ENJOY YOUR ENDLESS POOL FOR YEARS TO COME! TIMELY MAINTENANCE OF YOUR UNDERWATER MOTOR
Irrigation &Hydraulics Department lb / ft to kg/lit.
CAIRO UNIVERSITY FLUID MECHANICS Faculty of Engineering nd Year CIVIL ENG. Irrigation &Hydraulics Department 010-011 1. FLUID PROPERTIES 1. Identify the dimensions and units for the following engineering
Office Use Only Fee Paid
WASHOE COUNTY HEALTH DISTRICT ENVIRONMENTAL HEALTH SERVICES DIVISION 1001 East Ninth Street PO Box 11130 Reno, Nevada 89520 Telephone (775) 328-2434 Fax (775) 328-6176 www.washoecounty.us/health APPLICATION
Lesson 27: Real-World Volume Problems
Student Outcomes Students use the volume formula for a right prism ( ) to solve volume problems involving rate of flow. Lesson Notes Students apply their knowledge of volume to real-world contexts, specifically
STATIONARY SERIES 1/2 HP - 40 HP. UAB STELSA
1/2 HP - 40 HP 70 71 ANATOMY OF A WATER BASIN/BOWL Water Basin Water Supply Allows for filling of water into the Basin / Bowl. Stationary Unit Can simply be set into the Basin / Bowl or if desired, bolted
Asheville s Fairview Water System Improvements: from Modeling to Contract Documents. April 19, 2016 Meg Roberts, PE
Asheville s Fairview Water System Improvements: from Modeling to Contract Documents April 19, 2016 Meg Roberts, PE City of Asheville Water Distribution System Customer elevations range 1,950 feet to 3,650
ESCONDIDO FIRE DEPT TRAINING MANUAL Section DRIVER OPERATOR Page 1 of 14 Hydraulics Revised
DRIVER OPERATOR Page 1 of 14 HYDRAULICS Hydraulics applied in the dynamic fire ground environment is an art that comes with study and experience. The following describes the factors that must be mastered
Chapter 16 Test. Directions: Write the correct letter on the blank before each question.
Chapter 16 Test Name: Date: Directions: Write the correct letter on the blank before each question. Objective 1: Explain the way vaporization and steam relate to the extinguishing properties of water.
FL M FLUME FOR HYDRAULIC BENCH
This equipment is designed to study the behavior of fluids in open channels by conducting a wide range of practices and experiences. HIGHLIGHTS Possibility of negative and positive channel slope. Various
Effect of Fluid Density and Temperature on Discharge Coefficient of Ogee Spillways Using Physical Models
RESEARCH ARTICLE Effect of Fluid Density and Temperature on Discharge Coefficient of Ogee Spillways Using Physical Models M. SREENIVASULU REDDY 1 DR Y. RAMALINGA REDDY 2 Assistant Professor, School of
Simple Flow Measurement Devices for Open Channels
Simple Flow Measurement Devices for Open Channels Seth Davis, Graduate Student deedz@nmsu.edu Zohrab Samani, Foreman Professor zsamani@nmsu.edu Civil Engineering Department, New Mexico State University
EMERGENCY WALL MOUNTED HAND OPERATED DELUGE SHOWER
EMERGENCY WALL MOUNTED HAND OPERATED DELUGE SHOWER Installation, Operating & Maintenance Instructions EW1050 I00232_Mar 2016 NOTE: THIS DOCUMENT IS TO BE LEFT ONSITE WITH FACILITY MANAGER AFTER INSTALLATION
KERN COUNTY PUBLIC HEALTH SERVICES DEPARTMENT ENVIRONMENTAL HEALTH DIVISION
KERN COUNTY PUBLIC HEALTH SERVICES DEPARTMENT ENVIRONMENTAL HEALTH DIVISION 2700 M Street, Suite 300 Bakersfield, CA 93301 Phone (661) 862-8740 Fax (661) 862-8701 POOL DATA PUBLIC SWIMMING POOL, SPA, WADING
Construction Dewatering
Construction Dewatering Introduction The control of groundwater is one of the most common and complicated problems encountered on a construction site. Construction dewatering can become a costly issue
AIR-WATER FLOW STRUCTURES AT AN ABRUPT DROP WITH SUPERCRITICAL FLOW
AIR-WATER FLOW STRUCTURES AT AN ABRUPT DROP WITH SUPERCRITICAL FLOW H. CHANSON and L. TOOMBES Department of Civil Engineering, The University of Queensland, Brisbane QLD 4072, Australia 1. Introduction
Dan Johnson, CBP Swim, Incorporated Lead Dog Aquatic Consulting
Dan Johnson, CBP Swim, Incorporated Lead Dog Aquatic Consulting APSP/ANSI-7 Writing Committee APSP/ANSI/ICC-15 Writing Committee APSP/ANSI/ICC-5 Writing Committee (Chairman) International Swimming Pool
Section 5: Pond Outlets
Section : Pond Outlets Defining and calculating pond outlet devices 8 Minutes Press Space, PageDown, or Click to advance. Press PageUp to reverse. Esc to exit. Right-Click for other options. Outlets Introduction
ALTERNATIVES FOR COASTAL STORM DAMAGE MITIGATION
ALTERNATIVES FOR COASTAL STORM DAMAGE MITIGATION Dave Basco Old Dominion University, Norfolk, Virginia, USA National Park Service Photo STRUCTURAL (changes to natural, physical system) hardening (seawalls,
Broadly speaking, there are four different types of structures, each with its own particular function:
3 The selection of structures 3.1 Introduction In selecting a suitable structure to measure or regulate the flow rate in open channels, all demands that will be made upon the structure should be listed.
Stream Assessment. Date. Data Collected by. Location. Name of Stream and River Basin. Stream Order. Streambank Materials. Streambank Vegetation
Stream Assessment Date Data Collected by Location Name of Stream and River Basin Stream Order Streambank Materials Streambank Vegetation Floodplain Soils Floodplain Vegetation Valley Type Valley Constraints
Owners Manual. Models 4420BF1U & 4420BF1L Floor Mounted Bi-Level Bottle Filler Tubular Fountain
Owners Manual Models 4420BF1U & 4420BF1L Floor Mounted Bi-Level Bottle Filler Tubular Fountain Models (LK)4420BF1U* Models (LK)4420BF1L* INSTALLER 4420BF Fountains are among the easiest to install Fountains
Rock Ramp Design Guidelines. David Mooney MS Chris Holmquist-Johnson MS Drew Baird Ph.D. P.E. Kent Collins P.E.
Rock Ramp Design Guidelines David Mooney MS Chris Holmquist-Johnson MS Drew Baird Ph.D. P.E. Kent Collins P.E. Rock Ramp Design Guidelines OUTLINE Local and System Interactions with Rock Ramps Ramp Geometry
How to measure water flow?
How to measure water flow? Measuring Flow The second major step in evaluating your site s hydro potential is measuring the flow of the stream. Stream levels change through the seasons, so it is important
Chutes Part 2: Synthetic linings
s Part 2: Synthetic linings DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control [1] Soil Treatment Permanent [2] [1] s can
Instruction Manual. Pipe Friction Training Panel
Instruction Manual HL 102 Pipe Friction Training Panel 100 90 80 70 60 50 40 30 20 10 HL 102 Instruction Manual This manual must be kept by the unit. Before operating the unit: - Read this manual. - All
3D NUMERICAL MODELLING OF THE CAPACITY FOR A PARTIALLY PRESSURIZED SPILLWAY
3D NUMERICAL MODELLING OF THE CAPACITY FOR A PARTIALLY PRESSURIZED SPILLWAY Samuel Vingerhagen 1 & Nils Reidar B. Olsen 1 1 Department of Hydraulic and Environmental Engineering, The Norwegian Univeristy
ALTERNATIVES FOR COASTAL STORM DAMAGE MITIGATION AND FUNCTIONAL DESIGN OF COASTAL STRUCTURES
The University of the West Indies Organization of American States PROFESSIONAL DEVELOPMENT PROGRAMME: COASTAL INFRASTRUCTURE DESIGN, CONSTRUCTION AND MAINTENANCE A COURSE IN COASTAL DEFENSE SYSTEMS I CHAPTER
CVEN 311 Fluid Dynamics Fall Semester 2011 Dr. Kelly Brumbelow, Texas A&M University. Final Exam
CVEN 311 Fluid Dynamics Fall Semester 2011 Dr. Kelly Brumbelow, Texas A&M University Final Exam 8 pages, front & back, not including reference sheets; 21 questions An excerpt from the NCEES Fundamentals
TABLE OF CONTENTS. To order tines call us today:
TORO TITAN TINES CATALOG 07-08 PLAN YOUR AERATION SCHEDULE TAY ORDER YOUR TINES FROM YOUR LOCAL TORO DISTRIBUTOR TAY TO MAKE SURE YOU RE READY FOR YOUR AERATION SCHEDULE TABLE OF CONTENTS INTRUCTION...
Pool Name Length Width Lineal Ft. Gallons Weight $ Price $
My Favorite Pool Builder, Inc. 1956 SW Nain Blvd, Lake City, Fl. 32025 Phone: 386-269-3304 Toll Free & Fax: 800-286-7929 Barrier Reef Pool Price List 2018 Sales Tax Included Installed at our location in
HY-8 Version 7.2 Build Date January 17, Federal Highway Administration.
HY-8 Version 7.2 Build Date January 17, 2012 Federal Highway Administration http://www.fhwa.dot.gov/engineering/hydraulics/software/hy8/index.cfm SIMPLE Simple to use Use for simple culverts and bridges
2. RAPIDLY-VARIED FLOW (RVF) AUTUMN 2018
2. RAPIDLY-VARIED FLOW (RVF) AUTUMN 2018 Rapidly-varied flow is a significant change in water depth over a short distance (a few times water depth). It occurs where there is a local disturbance to the
ETL listed for installations within 5 ft. (1.5M) of outer edge of water
Fiberstars Light Streams Mini Laminar Installation Manual (LSML) 3072091 ETL listed for installations within 5 ft. (1.5M) of outer edge of water 79-15056-00 Rev. A Page 1 of 6 SAVE THESE INSTRUCTIONS!
pvc well casing & drop pipe
C e r t a i nte e d pvc well casing & drop pipe P V C We l l P r o d u c t s Sure Fit PVC well casing and drop pipe have gained broad acceptance since their introduction almost 40 years ago. Today, due
HUMBER NURSERIES LIMITED 8386 Hwy. 50, Brampton, Ontario, L6T 0A5 Tel: (TREE) or Fax:
Retail List HGR413-16 EFFECTIVE APRIL 2016 NATURAL STONE A minimum delivery charge of $95.00 applies for orders of one skid, with an additional charge of $25.00 applied for each additional skid ordered
Read the Directions sheets for step-by-step instructions.
Parent Guide, page 1 of 2 Read the Directions sheets for step-by-step instructions. SUMMARY In this activity, children and adults will take a trip to explore the performing arts in their communities, using
Hawaii s Coral Reefs. Materials Coral pictures ID sheet (see Folder Names Coral ID sheet) Coral habitat work sheets for each student (optional)
Hawaii s Coral Reefs Concepts Students will learn how coral grows and how their forms are important for function. They will also learn about divergence by learning about four major types of coral. Guess
BINDEX BFM INSTALLATION GUIDELINES
BINDEX BFM INSTALLATION GUIDELINES Before hydraulically applying Bindex BFM (Bonded Fiber Matrix), the site shall be inspected by the Owner s Representative to ensure the area to be protected is geotechnically
A NICK WILLIAMS BEFORE & AFTER SERIES
Nick Williams & Associates DO YOU WANT TO REMODEL YOUR POOL OR DO YOU REALLY WANT TO REMODEL YOUR POOL A NICK WILLIAMS BEFORE & AFTER SERIES Nick Williams & Associates NICK WILLIAMS POOL REMODEL DO YOU
STUDY PERFORMANCE REPORT
STUDY PERFORMANCE REPORT State: Michigan Project No.: F-80-R-4 Study No.: 702 Title: Effects of sediment traps on Michigan river channels Period Covered: October 1, 2002 to September 30, 2003 Study Objectives:
Experiment (13): Flow channel
Experiment (13): Flow channel Introduction: An open channel is a duct in which the liquid flows with a free surface exposed to atmospheric pressure. Along the length of the duct, the pressure at the surface
ME 333 Fluid Mechanics. Lab Session VISCOUS LOSSES IN PIPES
ME 333 Fluid Mechanics Lab Session VISCOUS LOSSES IN PIPES Introduction Flow in pipes, laminar or turbulent, is subject to pressure losses that result from the viscous stresses on the wall of the pipe.
HACKING MATHEMATICS UNIT 2 MODULE 7 PROBLEMS INVOLVING VOLUME
UNIT 2 MODULE 7 PROBLEMS INVOLVING VOLUME Again we will be examining a variety of real-world problems that can be solved by referring to familiar facts from elementary geometry. These problems will usually
Chapter 11. Culverts and Bridges Design Checklist for Culvert Design
Yes No N/A Design Requirements I. GENERAL DESIGN GUIDELINES Chapter 11. Culverts and Bridges A. Culvert design is in accordance with the Culverts chapter of Volume 2 of the UDFCD Manual for additional
Free Response Review
Name Free Response Review 1. A rescue team 1000 ft. away from the base of a vertical cliff measures the angle of elevation to the top of the cliff to be 70. A climber is stranded on a ledge. The angle
Smaller heat exchangers
Nanoscale flows (in main text) The term nanoscale generally refers to objects with characteristic lengths from atomic dimensions up to a few hundred nanometers (nm). (Recall that 1 nm 10 9 m.) Nanoscale
NOTES ON WATER HAMMER. 55
NOTES ON WATER HAMMER. 55 NOTES ON WATER HAMMER. By A. B. Robison. When the flow conditions of a liquid in a pipe line are varied by the opening or closing of a valve or the equivalent, a change in the
Parking. Parking 11/27/2012. On street parking. Off-street parking is space provided for vehicular parking outside the dedicated street right-of-way.
Parking On street parking Off-street parking is space provided for vehicular parking outside the dedicated street right-of-way. At-grade parking lot Parking garages SITE Parking 90 degree (20 x 9 stalls)
STRUCTURE S-65 PURPOSE SPILLWAY OPERATION
STRUCTURE S-65 This structure is a reinforced concrete, gated spillway with discharge controlled by three cable operated, vertical lift gates, and a reinforced concrete lock structure with two pairs of
PO Box 1130 Ballston Lake, NY Tel. : (518) Fax: (518) Pool Skimmer
Tri Nuclear Corp. PO Box 1130 Ballston Lake, NY 12019 Tel. : (518) 399-1389 Fax: (518) 399-9586 E-mail: info@trinuclear.com Pool Skimmer Assembly & Operating Instructions Model SK-175 Document No: OI-12
2.4 Gutter and Downspout Sizing and Location Calculations
2.4 Gutter and Downspout Sizing and Location Calculations Both Metric and English units: Remember to save this spreadsheet to your own computer. This spread sheet will help you calculate the width and
Specifier Note: Retain or delete material(s) below to conform to project requirements.
SECTION 32 15 40 DECOMPOSED GRANITE SURFACING NOTE: These specifications were current at the time of publication but are subject to change at any time without notice. Please confirm the accuracy of these
INSTALLATION INSTRUCTIONS FOR SSI WIDEBAND DIFFUSER
INSTALLATION INSTRUCTIONS FOR SSI WIDEBAND DIFFUSER Comment Sheet: 1. Installation, Operation and Maintenance Manual contains detailed information on the SSI-Cap Diffuser unit. This manual covers start-up,
APPLICATION NOTE. AN-9608 July 2001 SEEPAGE MEASUREMENT IN AN OPEN CHANNEL THROUGH A WEIR
APPLICATION NOTE AN-9608 July 2001 SEEPAGE MEASUREMENT IN AN OPEN CHANNEL THROUGH A WEIR 1 Introduction Seepage of water through, around or under a dam is expected in all embankment dams and even in concrete
EXAMPLES (OPEN-CHANNEL FLOW) AUTUMN 2018
EXAMPLES (OPEN-CHANNEL FLOW) AUTUMN 2018 Normal and Critical Depths Q1. If the discharge in a channel of width 5 m is 20 m 3 s 1 and Manning s n is 0.02 m 1/3 s, find: (a) the normal depth and Froude number
LPP S STEMS WORKSHEET
LPP S STEMS WORKSHEET ABSORPTION AREA STEP I Calculate daily waste flow. BDR House = Gallon per day (GPD) STEP 2. Determine loading rate (First page of soil profile) Loading Rate = GPD/Sq. Ft. STEP 3.
NEW SWIMMING POOL PLAN APPROVAL REQUIREMENTS
University of California Santa Barbara Environmental Health & Safety- Environmental Health Program 565 Mesa Rd. Santa Barbara, CA 93106 (805) 893-2471 NEW SWIMMING POOL PLAN APPROVAL REQUIREMENTS This
Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1]
![Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1]](/thumbs/80/80811988.jpg "Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1]")
Check Dams DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1] [1] Though not generally considered
Hydraulics of stepped spillways : current status
FORUM ARTICLE Hydraulics of stepped spillways : current status H. CHANSON Department of Civil Engineering, The University of Queensland, Brisbane QLD 4072, Australia Email : h.chanson@mailbox.uq.edu.au
ANSWERS TO QUESTIONS IN THE NOTES AUTUMN 2018
ANSWERS TO QUESTIONS IN THE NOTES AUTUMN 2018 Section 1.2 Example. The discharge in a channel with bottom width 3 m is 12 m 3 s 1. If Manning s n is 0.013 m -1/3 s and the streamwise slope is 1 in 200,
Item 404 Driving Piling
Item Driving Piling 1. DESCRIPTION Drive piling. 2. EQUIPMENT 2.1. Driving Equipment. Use power hammers for driving piling with specified bearing resistance. Use power hammers that comply with Table 1.
Irrigation System Winterization and Pressurization Procedures
Irrigation System Winterization and Pressurization Procedures Introduction Any time that an irrigation system is filled and pressurized, or when the system is drained and water flushed from the system,
Design Overview. Section 4 Standard Plans for Design. Pedestrian Access Routes. Pedestrian Access Routes. Overview. Cross Slope
Design Overview Section 4 Standard Plans for Design Fall, 2017 Ann Johnson, PE Services Brady Rutman, SRF Consulting Group Overview Design Basics Recommendations: The Zone System Driveway Crossings Pedestrian
MULTIPLE CHOICE. Choose the one alternative that best completes the statement or answers the question.
Exam Name MULTIPLE CHOICE. Choose the one alternative that best completes the statement or answers the question. 1) The concept of pressure involves both 1) A) force and area. B) force and volume. C) area
ASPHALT PAVING LEVEL 1
ASPHALT PAVING LEVEL 1 Module 3: Yield Calculations: Tack Coat and Mix Spread Rate FDOT Course Module 3 1 Welcome the students to the third module in this course that covers tack coat and mix spread rates,
Spray fountain nozzles and fountain attachments
Spray fountain nozzles and fountain attachments 92 The stage of life Water has a thousand faces. Sometimes it shoots up high, then splashes and bubbles exuberantly, or it is totally still and gentle. And
COST EFFECTIVE STORAGE CAPACITY INCREASE FOR ALUMINA TAILINGS DISPOSAL AREA THROUGH SPILLWAY OPTIMISATION
COST EFFECTIVE STORAGE CAPACITY INCREASE FOR ALUMINA TAILINGS DISPOSAL AREA THROUGH SPILLWAY OPTIMISATION Abstract Lonie I * Tailings and Dams, GHD Brisbane, QLD, Australia Queensland Alumina Limited operates
Ocean waves and shock waves
Ocean waves and shock waves Photo1. 2009 June 6. Two persons are here enjoying the sun on a pier at the south coast of France when suddenly some special waves arrive, seemingly ordinary small waves, in
What are Waves? Earthquake. Waving flags. Vocal Cords Vibrate
Waves Ch. 10 What are Waves? All waves are movement of energy through a medium (air, rock, water) Series of vibrations or undulations in a medium Wave types: ocean, sound, light, seismic Vocal Cords Vibrate
Effect of channel slope on flow characteristics of undular hydraulic jumps
River Basin Management III 33 Effect of channel slope on flow characteristics of undular hydraulic jumps H. Gotoh, Y. Yasuda & I. Ohtsu Department of Civil Engineering, College of Science and Technology,
WAT305 Math Part 1 ABC Math
WAT305 Math Part 1 ABC Math Good to know for certification: You have used 35 150lb cylinders of Chlorine in 2011 how many pounds total did you use? How many pounds per month did you use? If demand is expected
Spillway Design for Small Dams
Spillway Design for Small Dams by David E. Fantina, PE Introduction: This course presents an overview of the features that go into the design of spillways for small dams. Small dams in this course refer
Traveling Waves Summative Assessment #5 For A Television in My Room
Traveling Waves Summative Assessment #5 For A Television in My Room Table of Contents Item Page Number Traveling Waves - Instructions Page 2 Traveling Waves Assessment Pages 3 6 Traveling Waves Answer
Aqua Control WATER FEATURES
EXCLUSIVE AUSTRALIAN IMPORTER I I PH: 0409 180 707 Titan Series 7.5HP-40HP Display Aeration These fountains range from 7.5 HP to 40 HP. For an awe inspiring display, this group of products is the answer.
POOLS HOT TUBS SWIMSPAS SPA EXPERIENCE WATER FEATURES Viaduct Rd. Stamford, CT (855)
POOLS HOT TUBS SWIMSPAS SPA EXPERIENCE WATER FEATURES www.pagstainless.com 31 Viaduct Rd. Stamford, CT 06907 (855) 312-2782 Our Services Aquatic Design Stamped Drawings Permits Project Management On-site
Sediment Basin 7E-12. Design Manual Chapter 7 - Erosion and Sediment Control 7E - Design Information for ESC Measures BENEFITS.
7E-12 Design Manual Chapter 7 - Erosion and Sediment Control 7E - Design Information for ESC Measures Sediment Basin BENEFITS Flow Control Erosion Control Sediment Control Runoff Reduction Flow Diversion
EFFECTS ON CUTTER SUCTION DREDGE PRODUCTION WHILE DREDGING SIMULATED DEBRIS IN THE LABORATORY
EFFECTS ON CUTTER SUCTION DREDGE PRODUCTION WHILE DREDGING SIMULATED DEBRIS IN THE LABORATORY R. Randall 1, M. Warwick 2, J. Henriksen 3, D. Young 4, and A. Manikantan 5 ABSTRACT The cutter suction dredge
Indiana LTAP Road Scholar Core Course #10 Culvert Drainage. Presented by Thomas T. Burke, Jr., PhD, PE Christopher B. Burke Engineering, Ltd.
Indiana LTAP Road Scholar Core Course #10 Culvert Drainage Presented by Thomas T. Burke, Jr., PhD, PE Christopher B. Burke Engineering, Ltd. Objectives Review culvert shapes, end sections, and materials
WHOLESALE PRICING. GLASS THICKNESS 1/8" 3/16" 1/4" 3/8" 1/2" 1/4" Lami
WHOLESALE PRICING CUSTOM GLASS & MIRROR 1/4" Lami Clear $1.76 $2.44 $2.52 $5.05 $6.43 $6.60 Bronze Grey $4.00 $4.12 $5.00 Greylite 14/Midnight CALL Clear Mirror $3.16 $3.65 $3.65 Bronze or Grey Mirror
GWINNETT COUNTY SWIMMING POOL PLAN REVIEW CHECKLIST
GWINNETT COUNTY SWIMMING POOL PLAN REVIEW CHECKLIST Pool Name: Address: Contractor: Phone: Number of Pools Applied for: GENERAL INFORMATION Plan review paid Pool Piping plan stamped by Design Professional.
Lincoln County Environmental Health Department 302 North Academy Street, Suite B Lincolnton, NC Phone: Fax:
Lincoln County Environmental Health Department 302 North Academy Street, Suite B Lincolnton, NC 28092 Phone: 704-736-8426 Fax: 704-736-8427 APPLICATION FOR APPROVAL TO CONSTRUCT OR RENOVATE A PUBLIC SWIMMING
TORO TITAN TINES CATALOG 2013
TORO TITAN TINES CATALOG 2013 PLAN YOUR AERATION SCHEDULE TODAY ORDER YOUR TINES FROM YOUR LOCAL TORO DISTRIBUTOR TODAY TO MAKE SURE YOU'RE READY FOR YOUR AERATION SCHEDULE JAN FEB MAR APR S M T W T F
vanishing water how to use the table: Choose the stream width Choose the stream length based on the gravel depth
vanishing water streams Use the following tables to find the that best suits the size of the system being constructed. For more information about the contents of a refer to page 74. how to use the table:
Applied Fluid Mechanics
Applied Fluid Mechanics 1. The Nature of Fluid and the Study of Fluid Mechanics 2. Viscosity of Fluid 3. Pressure Measurement 4. Forces Due to Static Fluid 5. Buoyancy and Stability 6. Flow of Fluid and
Coastal Processes and Landforms
Coastal Processes and Landforms These icons indicate that teacher s notes or useful web addresses are available in the Notes Page. This icon indicates that the slide contains activities created in Flash.
New Jersey Coastal Zone Overview. The New Jersey Beach Profile Network (NJBPN) 3 Dimensional Assessments. Quantifying Shoreline Migration
New Jersey Coastal Zone Overview The New Jersey Beach Profile Network (NJBPN) Objectives Profile Locations Data Collection Analyzing NJBPN Data Examples 3 Dimensional Assessments Methodology Examples Quantifying
APPLYING VARIABLE SPEED PRESSURE LIMITING CONTROL DRIVER FIRE PUMPS. SEC Project No
APPLYING VARIABLE SPEED PRESSURE LIMITING CONTROL DRIVER FIRE PUMPS SEC Project No. 1803007-000 November 20, 2006 TABLE OF CONTENTS I. ABSTRACT...1 II. INTRODUCTION...1 III. HISTORY...2 IV. VARIABLE SPEED
LABORATORY EXPERIMENTS ON WAVE OVERTOPPING OVER SMOOTH AND STEPPED GENTLE SLOPE SEAWALLS
Asian and Pacific Coasts 23 LABORATORY EXPERIMENTS ON WAVE OVERTOPPING OVER SMOOTH AND STEPPED GENTLE SLOPE SEAWALLS Takayuki Suzuki 1, Masashi Tanaka 2 and Akio Okayasu 3 Wave overtopping on gentle slope
If you have comments on this or suggestions for other terms that should be added to this glossary, please send an to
Tide Gates Glossary There is very little information available anywhere related to tide gates and flap gates. This is a glossary of terms that are associated with, or useful when discussing, tide gates.
Memorandum. Dr. Wilbert Odem, Dr. Paul Trotta, and Mr. Justin Ramsey. From: Timothy Mahon, Patrick Belsheim, and Ali Alrayyes.
Memorandum To: Dr. Wilbert Odem, Dr. Paul Trotta, and Mr. Justin Ramsey From: Timothy Mahon, Patrick Belsheim, and Ali Alrayyes Date: 10/17/2013 Re: Routes Decision Matrix Decision Matrix Methodology The
IT STARTS AT THE SOURCE - RE-CALIBRATING YOUR PLANT METERS
IT STARTS AT THE SOURCE - RE-CALIBRATING YOUR PLANT METERS NYS AWWA Spring Conference Saratoga Springs, New York April 25, 2017 Robert Lucas, P.E. WHAT ARE WE TALKING ABOUT? Types of Flow Measuring Devices
Chapter 9 System Design Procedures
Chapter 9 CHAPTER 9 SYSTEM DESIGN PROCEDURES TABLE OF CONTENTS PART 9.1 GENERAL 9-1 PART 9.2 EXAMPLE 1, LOW PRESSURE GRAVITY SYSTEM 9-1 PART 9.3 EXAMPLE 2, PUMPED AUTOMATIC PRESSURE PIPELINE 9-4 9.3.1
2018 Beach Preservation Project Information
QUICK FACTS Beach Renourishment to begin late April 2018 o U.S. Army Corps of Engineers project o Project Area: 8 th St. E. to end of E. Ashley Ave. o Project Length: 2 miles o Cost: $10,900,000 o Funding: