IS 12183 PART 11987AI Search Enabled✦ AI Generated

Code of practice for plumbing in multi-storied buildings, Part 1: Water supply
1987 Edition

The code provides detailed guidelines for designing and installing water supply plumbing in multi-storied buildings across India. It includes criteria for system design, distribution networks, storage solutions, and inspection procedures to guarantee efficient and dependable water delivery. This standard is vital for professionals involved in the plumbing layout and implementation in tall residential and commercial structures.

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1987Edition
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What This Standard Covers

The code provides detailed guidelines for designing and installing water supply plumbing in multi-storied buildings across India. It includes criteria for system design, distribution networks, storage solutions, and inspection procedures to guarantee efficient and dependable water delivery. This standard is vital for professionals involved in the plumbing layout and implementation in tall residential and commercial structures.

Who Uses This Standard

  • Civil engineering professionals
  • Plumbing system designers
  • Architectural planners
  • Building services consultants
  • Project coordinators
  • Water supply regulatory bodies
  • Facility management engineers

Key Topics Covered

Fundamental criteria for plumbing water supply in high-rise buildings
Design factors including fixture load units and simultaneous usage
Varieties of water supply systems: direct, overhead storage, hydro-pneumatic
Calculation of water demand based on building function and occupancy
Distribution piping design and configuration
Storage tank sizing and positioning
Requirements for pumping systems and backup provisions
Controlling water velocity and noise in piping systems
Dual supply setups and segregation of potable and recycled water
Protocols for inspection and recording installation data
Measures against water hammer and pipe expansion
Obtaining regulatory clearances for municipal and surface water use

Table of Contents

1Scope and Essential Design Data for Plumbing Systems

This section defines the scope covering the design of piping networks serving various fixtures, listing flow rates and fixture units for residential, office, and industrial/school buildings. It includes a table detailing flow rates and units for different plumbing fixtures and guidelines to compute probable water demand by aggregating fixture units, with rounding rules as per IS 2-1960.

2Fundamental Requirements for Water Supply Systems

Outlines fixture units and flow rates for plumbing components, highlighting the importance of rounding off values according to IS standards and the necessity of sharing mechanical and electrical design information with relevant engineers for integrated system planning.

3Calculating Water Demand for Buildings

Describes methods for projecting population based on building type, such as persons per dwelling or plinth area, and how these projections inform water demand estimates. It also explains the impact of supply duration on minimum and maximum probable demands.

4Design Principles for Plumbing Piping Systems

Specifies fixture flow rates and units, with instructions for informing structural engineers about additional loads. It emphasizes coordination between mechanical, electrical, and civil disciplines and addresses considerations for pressure losses and system capacity.

5Water Supply Sources and Required Permissions

Details types of water sources including municipal mains, sub-soil, and surface water, along with criteria to evaluate surface water quality. It outlines the necessity of obtaining permissions from municipal and environmental authorities and compliance with water quality standards.

6Design of Water Distribution Systems

Focuses on ensuring balanced flow and pressure across all floors using appropriate pipe sizing and layouts. Describes overhead tank distribution with separation of domestic and flushing supplies, emphasizing gravity flow advantages and minimum pressure maintenance.

7Guidelines for Piping Installation and Ongoing Maintenance

Covers design for flow demands based on fixture units, protection against water hammer through design and mitigation devices, and the importance of accessible piping and valves for inspection and repairs.

8Water Storage Capacities and Systems

Explains calculation of storage volumes considering supply hours and refill frequency, establishes capacity norms for underground and overhead tanks, and notes design requirements to withstand transient pressure effects.

9Pumping Arrangements and Control Mechanisms

Describes direct pumping systems for continuous supply, sizing pumps to handle peak demands, and the configuration of automatic standby pumps. It also addresses power supply constraints and emergency power provisions.

10Inspection Procedures and Documentation Practices

Although not explicitly detailed in the code, this section recommends systematic recording of tests and observations, adherence to rounding standards, and documentation of fixture types, flow rates, and compliance verification.

Popular Questions About IS 12183 PART 1

?What are the suggested fixture units for various plumbing fixtures in multi-storied buildings?

Per IS 12183 Part 1 (1987), the fixture units assigned to common plumbing fixtures indicate probable simultaneous demand rather than exact flow. For example, a W.C. with flushing cistern is rated at 2 fixture units with a flow rate of 0.12 L/s across residential, office, and school/industrial buildings. Wash basins have units of 1.5 to 3 depending on the building type. These units help convert total fixtures into probable water demand using the code's specified conversion charts.

?How should water demand be estimated for different building categories according to IS 12183 Part 1?

Water demand estimation is based primarily on population projections tailored to building use: residences assume 5 persons per dwelling, offices 1 person per 10 to 15 m² of plinth area, schools count total students plus staff, and other buildings consider beds and staff numbers. Additional water usage for air-conditioning, gardening, and laboratories is also factored in. Firefighting requirements follow separate standards. This approach provides realistic demand values reflecting building usage.

?Which water supply systems does the code cover and when is each system appropriate?

IS 12183 Part 1 covers direct supply systems, dual supply systems, and direct pumping arrangements. Direct supply is suitable for buildings up to 2-3 floors where municipal pressure suffices 24/7. Dual supply systems are used when two independent sources exist, such as municipal plus tubewell water, ensuring separation of potable and recycled supplies. Direct pumping suits buildings with continuous water use like air-conditioned offices requiring uninterrupted supply.

?What are the specified requirements for storage tanks and their placement in tall buildings?

Underground tanks must be watertight, prevent ingress of external water, provide venting (1 vent per 20 m²), have lockable manholes with ladders, and be designed for vehicle loads with sloped tops for drainage. They should be located away from pollution sources. Typically, underground capacity is 50% of overhead tank capacity or covers 24 hours supply if no overhead tank is present. Overhead tanks must support combined tank and water load, be at least 600 mm above terrace level, have corrosion protection, access ladders, security fencing, and lightning protection if necessary.

?In what ways does the standard address noise and water hammer issues in plumbing installations?

The code limits water velocity in pipes to 2.0 m/s to reduce noise. It requires installation of air chambers at branch line ends to act as shock absorbers mitigating water hammer. Pipes must be designed to endure transient pressure surges, and proper anchoring should be provided to minimize vibration and noise. These measures collectively ensure quieter operation and protection against pressure-related damages.

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