{"id":451825,"date":"2024-10-20T09:20:34","date_gmt":"2024-10-20T09:20:34","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-43592022-tc-2023\/"},"modified":"2024-10-26T17:24:22","modified_gmt":"2024-10-26T17:24:22","slug":"bs-iso-43592022-tc-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-43592022-tc-2023\/","title":{"rendered":"BS ISO 4359:2022 – TC 2023"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | 30484909 <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | A-30444408 <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions 4 Symbols <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | 5 Flume types and principles of operation <\/td>\n<\/tr>\n | ||||||
125<\/td>\n | 6 Installation 6.1 Selection of site <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | 6.2 Installation conditions 6.2.1 General requirements 6.2.2 Flume structure <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | 6.2.3 Approach channel <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 6.2.4 Downstream conditions 7 Maintenance 8 Measurement of head 8.1 General 8.2 Location of head measurement(s) <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | 8.3 Gauge wells 8.4 Zero setting 9 General formulae for discharge 9.1 Discharge based on critical flow in the flume throat <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | 9.2 Discharge based on observed upstream head <\/td>\n<\/tr>\n | ||||||
144<\/td>\n | 9.3 Calculation of stage\u2013discharge relationships <\/td>\n<\/tr>\n | ||||||
145<\/td>\n | 9.4 Approach velocity and coefficient of velocity <\/td>\n<\/tr>\n | ||||||
147<\/td>\n | 9.5 Selection of flume size and shape 10 Rectangular-throated flume 10.1 Description <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | 10.2 Location of head measurement section 10.3 Provision for modular flow 10.4 Evaluation of discharge for a given observed upstream head <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | 10.5 Computation of stage\u2013discharge relationship 10.6 Limits of application <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | 11 Trapezoidal-throated flumes 11.1 Description 11.2 Location of head measurement section <\/td>\n<\/tr>\n | ||||||
154<\/td>\n | 11.3 Provision for modular flow 11.4 Evaluation of discharge \u2014 Coefficient method <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | 11.5 Computation of stage\u2013discharge relationship <\/td>\n<\/tr>\n | ||||||
159<\/td>\n | 11.6 Limits of application <\/td>\n<\/tr>\n | ||||||
160<\/td>\n | 12 U-throated (round-bottomed) flumes 12.1 Description <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | 12.2 Location of head measurement section 12.3 Provision for modular flow <\/td>\n<\/tr>\n | ||||||
162<\/td>\n | 12.4 Evaluation of discharge \u2014 Coefficient method <\/td>\n<\/tr>\n | ||||||
166<\/td>\n | 12.5 Computation of stage\u2013discharge relationship <\/td>\n<\/tr>\n | ||||||
168<\/td>\n | 12.6 Limits of application <\/td>\n<\/tr>\n | ||||||
169<\/td>\n | 13 Uncertainties of flow measurement 13.1 General <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | 13.2 Combining measurement uncertainties <\/td>\n<\/tr>\n | ||||||
172<\/td>\n | 13.3 Percentage uncertainty of discharge coefficient u*(C) for critical-depth flumes <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | 13.4 Uncertainty budget 14 Example of uncertainty calculations 14.1 General 14.2 Characteristics \u2014 Gauging structure <\/td>\n<\/tr>\n | ||||||
174<\/td>\n | 14.3 Characteristics \u2014 Discharge calculation 14.4 Characteristics \u2014 Discharge coefficient 14.5 Characteristics \u2014 Gauged head instrumentation <\/td>\n<\/tr>\n | ||||||
175<\/td>\n | 14.6 Characteristics \u2014 Throat width 14.7 Overall uncertainty in discharge <\/td>\n<\/tr>\n | ||||||
177<\/td>\n | Annex A (informative) Simplified head discharge relationships for flumes <\/td>\n<\/tr>\n | ||||||
182<\/td>\n | Annex B (informative) Introduction to measurement uncertainty <\/td>\n<\/tr>\n | ||||||
191<\/td>\n | Annex C (informative) Sample measurement performance for use in hydrometric worked examples <\/td>\n<\/tr>\n | ||||||
194<\/td>\n | Annex D (informative) Spreadsheets for use with this document <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Flow measurement structures. Rectangular, trapezoidal and U-shaped flumes<\/b><\/p>\n |