200 mm 400 mm Maximum Water Level (mm) 900 mm 1.5 m Cover Level 0.0 m Outflow Control Hydro-Brake Blocks Porous Sub Base Maximum Depth (mm) GL Porous Car.

Slides:



Advertisements
Similar presentations
Cellular Networks.
Advertisements

Water Storage Tank South Elevation, Gutter System Complete, Stone Strip Water Storage Tank – Uxbridge, Massachusetts.
24 GHz Radar for CCTV Camera Control. Capabilities Scan 360 provides low cost intruder detection to protect people, vulnerable infrastructure or high.
Arid Ecosystems ….are dry.. Defined by one resource: Water.
Filtration by Douglas Rittmann, Ph.D., P.E.
Weetwood Surface Water Training
Pavement Design CE 453 Lecture 28.
The Uyuni salt lake of Tunupa, covers km², making it the biggest salt lake in the world. It is located metros up in the mountains of Bolivia,
Using HEC-1 for Subdivision Runoff Detention Pond Design Stacie Kato April 26, 2004.
Amendment to GPDO Householder Permitted Development.
Surface Water Drainage Latest policy and practice in respect of surface water drainage and delivery of competitive solutions August 2013 Claire Cornmell.
Consolidation Theory Examples.
27/9/2007, T Water =19°C No Box screwed onto cooling block: T min =37°C, T max =48 °C.
Long Term Storage Long term storage means to store water during high inflows years for the benefit of low inflows years. Long term storage means to store.

TEAM RESOL V. “There should be an easy way for me to find where I parked my car in a large parking lot or garage.”
Sustainable Urban Drainage Systems by Robert Mackey Adapted from a presentation by Dr David Skidmore.
Construction And Analysis Of Hydrographs Hours from start of rain storm Discharge (m 3 /s) Base flow Through flow Overland.
Effects of river bed substrate composition on the diversity of individual.
By: Rick Ayers Yates County Soil & Water Conservation District
Lab 13 - Predicting Discharge and Soil Erosion Estimating Runoff Depth using the Curve Number method –Land use or cover type –Hydrologic condition –Soil.
7-5 SOLVING QUADRATIC EQUATIONS (DAY 2) ALGEBRA 1 CP OBJECTIVE: SOLVE QUADRATIC EQUATIONS AND FIND IF A QUADRATIC EQUATION HAS TWO SOLUTIONS, ONE SOLUTION,
Conservation of Moisture
Whiteboardmaths.com © 2004 All rights reserved
SUDS Research Dr Martin Mansell School of Engineering and Science University of Paisley.
The Application of SUDS to a High Density Urban Environment using Singapore as a Case Study Simon Chu and Martin Mansell School of Engineering and Science.
Weather and Climate Field Work presentation By: Noel Lee Tham Yi Rei Ashton Yin Su Gao Yang.
Request for Approval of Temporary Rule Changes to 15A NCAC 02H.1002 Presentation to NC Environmental Management Commission March 13, 2014.
Reducing a Set Covering Matrix. S I T E S Cost Areas
A.Done Already B.Confident C.Could read text and figure out D.Unsure – need help E.Clueless how to start.
Trout eggs require: Cool, oxygenated and moving water Smooth gravel for protection Dim lighting Trout eggs require: Cool, oxygenated and moving water.
Singapore Save Energy, Save Money TM. Steam Boiler Poultry Scalding Water Tank Why heats up to 120 ℃? When you only need 60 ℃ Heating up to 120 ℃ to get.
The reading is 7.38 mm. The reading is 7.72 mm.
Distance (m) Time (s) What is the position of the car at the instant of time t = 2 s? What is the position of the car at the instant of time t = 4 s? Starting.
10 mm is the same as... 1 cm. 20 mm is the same as... 2 cm.
H A L L x x X = IN CASE OF FIRE DO NOT ENTER ROOMS x x x x x x x
The Largest mirror in the world
Other methods to express concentration
a.L Rasha jasim Mohamed Lec.10
GCSE Practice Questions
Evaluate the integral using the indicated trigonometric substitution {image} {image}
Pictures and cars.
Clicker #1 How many cars can we make? A) 3 B) 4 C) 6 D) 12 E) 16.
Clicker #1 How many cars can we make? A) 3 B) 4 C) 6 D) 12 E) 16.
(a) Brake Performance (a) Brake Performance.
1.
Detention Pond and Channel Stabilization for Bartholomew Park
: XIO3130 We need to make the main board as small as possible,
The Largest mirror in the world
Clicker #1 How many cars can we make? A) 3 B) 4 C) 6 D) 12 E) 16.
The Largest mirror in the world
Affordable water filters in developing countries
Points to be considered in eyestalk ablation
Proportion Direct proportion Y is directly proportional to x
Cell Structure and Function
The following model requirements are based on a basic slab door finish kitchen similar to the one shown in the image.
Informal document No. 14 (49th GRRF, 29 Jan. – 3 Feb. 2001, Agenda Item 6.2) Reference Data for Wet μMeasurement (submitted by the experts of Japan) 1.
CRWR-PrePro Calculation of Hydrologic Parameters
EVAPORATION MEASURMENTS EVAPORATION MEASURMENTS.
1988 flood in Nîmes (France)
Work Breakdown Structure Tasks and Sub-Tasks
Clicker #1 How many cars can we make? A) 3 B) 4 C) 6 D) 12 E) 16.
The following model requirements are based on a basic slab door finish kitchen similar to the one shown in the image.
Appendix I in your lab book
________________________ processes proteins makes membranes
1. Coach and car park spaces available in the car park opposite the entrance to the Castle. Toilet facilities are available here cost 20p coin .
Extendible Hashing Example
Clicker #1 How many cars can we make? A) 3 B) 4 C) 6 D) 12 E) 16.
ASSET DEVELOPMENT APRIL 2006
Popular Books From Past Semesters.
Presentation transcript:

200 mm 400 mm Maximum Water Level (mm) 900 mm 1.5 m Cover Level 0.0 m Outflow Control Hydro-Brake Blocks Porous Sub Base Maximum Depth (mm) GL Porous Car Park Storage Design

200 mm 400 mm Maximum Water Level (mm) 900 mm 1.5 m Cover Level 0.0 m Blocks Porous Sub Base Maximum Depth (mm) GL Porous Car Park Storage Design

200 mm 150 mm Maximum Water Level (mm) 550 mm 0.9 m Cover Level 0.0 m Outflow Control Hydro-Brake Blocks Porous Sub Base Maximum Depth (mm) GL Porous Car Park Storage Design

200 mm 150 mm Maximum Water Level (mm) 550 mm 0.9 m Cover Level 0.0 m Blocks Porous Sub Base Maximum Depth (mm) GL Porous Car Park Storage Design

50 mm 100 mm 150 mm 120 mm 1170 mm 1080 mm 1.5 m Cover Level 0.0 m Outflow Control Hydro-Brake Tarmac Sub-Base Gravel Cellular Storage Cellular Storage Design 90 mm GL Maximum Water Level

50 mm 100 mm 150 mm 120 mm 1170 mm 1080 mm 1.5 m Cover Level 0.0 m Outflow Tarmac Sub-Base Gravel Cellular Storage Cellular Storage Design 90 mm GL Maximum Water Level

50 mm 100 mm 150 mm 520 mm 1.0 m 680 mm 1.5 m Cover Level 0.0 m Outflow Control Hydro-Brake Tarmac Sub-Base Gravel Cellular Storage Cellular Storage Design 320 mm GL Maximum Water Level

50 mm 100 mm 150 mm 520 mm 1.0 m 680 mm 1.5 m Cover Level 0.0 m Tarmac Sub-Base Gravel Cellular Storage Cellular Storage Design 320 mm GL Maximum Water Level