ISO 4377:2012
Hydrometric determinations — Flow measurement in open channels using structures — Flat-V weirs
Hydrometric determinations — Flow measurement in open channels using structures — Flat-V weirs
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 59
- Дата публикации:
- 23 июля 2012 г.
- Издание:
- ISO IS 4377 edition 4 version 1
- ICS:
- 17.120.20
ISO 4377:2012 describes the methods of measurement of flow in rivers and artificial channels under steady or slowly varying conditions using flat-V weirs
Abstract
Overview
ISO 4377:2012 - Hydrometric determinations: Flow measurement in open channels using structures - Flat‑V weirs specifies accepted methods for measuring flow in rivers and artificial channels under steady or slowly varying conditions using flat‑V weirs. The standard describes weir geometry, site selection, installation, measurement of heads, discharge relationships (modular and drowned flow), computation procedures, uncertainty analysis and maintenance. Annexes provide guidance on acceptable velocity distribution, measurement uncertainty and equipment performance.
Key topics and technical requirements
- Weir geometry and characteristics
- Standard triangular profile with specified upstream and downstream slopes; crest cross‑slope limits (up to 1:10).
- Flat‑V design provides high sensitivity at low flows and covers both modular (upstream head only) and drowned (upstream + downstream/separation pocket head) ranges.
- Site selection and installation
- Locate weir in a straight, uniform channel segment free from local obstructions, excessive sediment load or steep slopes.
- Consider downstream influences (tides, confluences, gates), ground impermeability and flood banks; provide access for maintenance and instrument housing.
- Ecological and regulatory constraints (fish passage, Water Framework Directive) should be addressed; fishpasses (e.g., ISO 26906) may be required.
- Head measurement and stilling wells
- Specification of upstream and, where necessary, downstream/separation pocket head measurement positions; guidance on stilling (gauge) wells and zero setting.
- Discharge relationships and computation
- Equations for discharge, effective head corrections, shape factors, coefficient of velocity, conditions for modular versus drowned flow and methods for computing discharge (successive approximation, coefficient of velocity).
- Worked examples and limits of application; typical discharge ranges are given for sample crest sizes to illustrate practical capacity.
- Uncertainty and accuracy
- Treatment of measurement uncertainty consistent with other hydrometric standards; guidance on combining uncertainties and preparing uncertainty budgets (see ISO/TS 25377 referenced).
Practical applications and users
ISO 4377:2012 is intended for:
- Hydrologists and water resource engineers conducting streamflow gauging
- Environmental agencies and water utilities implementing flow monitoring stations
- Designers and contractors installing flow measurement structures
- Researchers and laboratories validating hydrometric methods Practical applications include low‑flow monitoring, water allocation and abstraction control, flood routing, ecological flow studies and calibration of hydrological models.
Related standards
- ISO 772 (Hydrometry - Vocabulary and symbols)
- ISO/TS 25377 (Hydrometric uncertainty guidance)
- ISO 26906 (referenced for fishpass design considerations)
Keywords: ISO 4377:2012, flat‑V weir, flow measurement, hydrometric determinations, open channels, discharge, modular flow, drowned flow, measurement uncertainty, weir installation.
Технические детали
- Технический комитет
- ISO/TC 113/SC 2 - Flow measurement structures
- SKU
- ISO 4377:2012
Похожие стандарты
Стандарты, упомянутые в описании