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ISO 7554-3:2026 Surgical instruments — Terms, measuring methods and test methods — Part 3: Test methods

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ISO 41002:2026 Facility management — Development of the facility management organization

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ISO 39004:2026 Road traffic safety — Good practice for service providers using digital platform

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ISO 18407:2026

ISO 18407:2026 Simplified design of prestressed concrete tanks for potable water

CDN $435.00

This publication was last reviewed and confirmed in 2026.

Simplified design of prestressed concrete tanks for potable water

Description

This document provides guidelines for the planning, design and construction of a cylindrical tank constructed on the ground with prestressed concrete (PC) for use with potable water tank.

This document is applicable to PC tanks for potable water with a capacity of 30 000 m3 or less and the diameter-to-height ratio (D/H) from 1,0 to 3,0.

NOTE 1        The D/H ratio within the range of 1 to 3 is generally considered as a reasonable shape for a PC water tank.  However, even if the ratio exceeds 3, this document is applied for design purposes except for applying the Hausner method.

NOTE 2        When designing and constructing a tank not covered by this document (reinforced concrete tanks, underground tanks, elevated tanks, etc.), a designer can refer to this document for common elements where possible.

Edition

2

Published Date

2026-09-16

Status

PUBLISHED

Pages

152

Language Detail Icon

English

Format Secure Icon

Secure PDF

Abstract

This document provides guidelines for the planning, design and construction of a cylindrical tank constructed on the ground with prestressed concrete (PC) for use with potable water tank.

This document is applicable to PC tanks for potable water with a capacity of 30 000 m3 or less and the diameter-to-height ratio (D/H) from 1,0 to 3,0.

NOTE 1        The D/H ratio within the range of 1 to 3 is generally considered as a reasonable shape for a PC water tank.  However, even if the ratio exceeds 3, this document is applied for design purposes except for applying the Hausner method.

NOTE 2        When designing and constructing a tank not covered by this document (reinforced concrete tanks, underground tanks, elevated tanks, etc.), a designer can refer to this document for common elements where possible.

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