Water Wall Design Guidelines

This document deals with the engineering guidelines for the proper design of a dam.

Water wall design guidelines.

The tanks can be made in different shapes usually circular and rectangular shapes. The design depends on the location of tanks i e. Design standards index 682 kb pdf file design standards no. The design of reinforced concrete water tank is based on is 3370.

W 13 rotation of fittings. Take design constants j 0 853 r 1 32. 2009 parts i iv. Tunnels shafts and caverns april 2014.

W 16 design of structures. Design a rectangular tank of size 4m x 6m with height 3m. Tension in the walls is given by p l p x b 2 p b p. Water conveyance facilities fish facilities and roads and bridges chapter 4.

Where p l p b are tension in long and short walls p pressure exerted by water. Updated may 2012 chapter 1. Drinking water section storage tank design and construction guidelines rev. W 18 pipeline valves.

The design of the drainage system is just as important as the design of the retaining wall. Water stored behind a dam represents potential energy which can create a hazard to life and property located downstream of the dam. Overhead on ground or underground water tanks. W 11 vertical alignment profiles w 12 allowable joint deflections.

W 15 deflection of pipe joints. Design standards manual for water wastewater and reclaimed water systems produced by epwu core committee on design standards august 25 2008 second edition march 1 2016 el paso water utilities 1154 hawkins blvd el paso tx 79925 phone. The tank rests on firm ground. General design standards september 2009.

Pressure reducing devices should be. Group b design workbook these guidelines will help you prepare a complete group b design workbook doh 331 468 that meets each applicable requirement of chapter 246 291 wac in an efficient manner that reflects sound water system design practices and public health principles. The term owner refers to the property owner or their designated representative. Reinforced concrete water tanks are constructed for storing water.

W 14 joint deflections at fittings. W 9 connections to existing or proposed water pipelines 2015. W 17 tunnels or casing pipes. 5 10 06 4 of 10 water works design and construction demands but excluding fire flow demands.

W 10 relocating water pipelines. In order for a dam to. At all times the risks associated with the storage of water must be minimized. Preparing and using design standards chapter 2.

You will submit the workbook to the reviewing authority for approval. Use m20 concrete and fe415 steel. When feasible it is recommended that the minimum water pressure be 35 psi under normal operating conditions.