Cena s DPH / bez DPH
Hlavní stránka>BS ISO 18481:2017 Hydrometry. Liquid flow measurement using end depth method in channels with a free overfall
Sponsored link
sklademVydáno: 2017-12-18
BS ISO 18481:2017 Hydrometry. Liquid flow measurement using end depth method in channels with a free overfall

BS ISO 18481:2017

Hydrometry. Liquid flow measurement using end depth method in channels with a free overfall

Formát
Dostupnost
Cena a měna
Anglicky Zabezpečené PDF
K okamžitému stažení
6448 Kč
Čtěte normu po dobu 1 hodiny. Více informací v kategorii E-READING
Čtení normy
na 1 hodinu
644.80 Kč
Čtěte normu po dobu 24 hodin. Více informací v kategorii E-READING
Čtení normy
na 24 hodin
1934.40 Kč
Anglicky Tisk
Skladem
6448 Kč
Označení normy:BS ISO 18481:2017
Počet stran:28
Vydáno:2017-12-18
ISBN:978 0 580 86504 6
Status:Standard
Popis

BS ISO 18481:2017


This standard BS ISO 18481:2017 Hydrometry. Liquid flow measurement using end depth method in channels with a free overfall is classified in these ICS categories:
  • 17.120.20 Flow in open channels

This document specifies a method for the estimation of the sub-critical flow of clear water in a smooth, essentially horizontal channel (or a gently sloping channel), abruptly discontinued at bottom by a hydraulic structure, with a vertical drop and discharging freely. Such an overfall forms a control section and offers a means for the estimation of flow using the end depth measurement method. A wide variety of channel cross-sections with overfall have been studied, but only those which have received general acceptance after adequate research and testing, and therefore do not require in situ calibration, are considered. This document covers channels with the following types of cross-sections:

  1. rectangular with confined and unconfined nappe;

  2. trapezoidal;

  3. triangular;

  4. circular;

  5. parabolic.

The flow at the brink is curvilinear; therefore, the measured depth at the drop is not equal to the critical depth as computed by the principle based on assumption of parallel flow. However, the end depth and the critical depth (as in the case of the assumption of parallel flow) have unique relation, which is used to estimate the flow through these structures.