{"id":294309,"date":"2024-10-19T20:00:31","date_gmt":"2024-10-19T20:00:31","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-iso-64162017-tc\/"},"modified":"2024-10-25T17:14:00","modified_gmt":"2024-10-25T17:14:00","slug":"bs-en-iso-64162017-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-iso-64162017-tc\/","title":{"rendered":"BS EN ISO 6416:2017 – TC"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
89<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | European foreword Endorsement notice <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions 4 Applications 4.1 Types of applications <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | 4.2 Attributes and limitations 5 Method of measurement 5.1 Discharge <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | 5.2 Calculation of discharge from the transit-time measurement 6 Flow velocity determination by the ultrasonic (transit time) method 6.1 Principle <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | 6.2 Sound propagation in water 6.2.1 General <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | 6.2.2 Speed of sound in water 6.2.3 Propagation losses <\/td>\n<\/tr>\n | ||||||
102<\/td>\n | 6.2.4 Signal path bending <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | 6.2.5 Reflection <\/td>\n<\/tr>\n | ||||||
104<\/td>\n | 7 Gauge configuration 7.1 General 7.2 Single-path systems <\/td>\n<\/tr>\n | ||||||
105<\/td>\n | 7.3 Multi-path systems 7.4 Crossed-path systems <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | 7.5 Reflected-path systems <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | 7.6 Systems using transponders <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | 7.7 Wireless systems (if a cable crossing is not possible) <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | 7.8 Systems using divided cross-sections 7.9 Sloping paths <\/td>\n<\/tr>\n | ||||||
111<\/td>\n | 8 Determination of discharge 8.1 Single-path systems <\/td>\n<\/tr>\n | ||||||
112<\/td>\n | 8.2 Multi-path systems 8.2.1 General <\/td>\n<\/tr>\n | ||||||
113<\/td>\n | 8.2.2 Mid-section method <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | 8.2.3 Mean-section method <\/td>\n<\/tr>\n | ||||||
115<\/td>\n | 8.3 Systems with transducers in the channel <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | 9 System verification and calibration <\/td>\n<\/tr>\n | ||||||
117<\/td>\n | 10 Site selection 11 Site survey \u2014 Before design and construction 11.1 General 11.2 Visual survey <\/td>\n<\/tr>\n | ||||||
118<\/td>\n | 11.3 Survey of the cross-section 11.4 Survey of velocity distribution 11.5 Survey of signal propagation 12 Operational measurement requirements 12.1 General <\/td>\n<\/tr>\n | ||||||
119<\/td>\n | 12.2 Basic components of flow determination 12.3 Water velocity determination 12.4 Determination of water stage or depth <\/td>\n<\/tr>\n | ||||||
120<\/td>\n | 12.5 Determination of mean bed level <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | 12.6 Channel width 13 Gauging station equipment 13.1 General <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | 13.2 Design and construction of equipment 13.2.1 Transducers <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | 13.2.2 Transducer cables 13.3 Reflectors <\/td>\n<\/tr>\n | ||||||
126<\/td>\n | 13.4 Civil engineering works 13.5 Signal timing and processing 13.5.1 General 13.5.2 Signal-to-noise ratio <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | 13.5.3 Signal maintenance (gain control) 13.5.4 Signal detection <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | 13.5.5 Post-detection filtering 13.6 System self-checking <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | 13.7 Site-specific data (or site parameters) 13.8 Clock and calendar 13.9 System performance criteria 13.9.1 General <\/td>\n<\/tr>\n | ||||||
130<\/td>\n | 13.9.2 Operating environment 13.9.3 Water environment 13.9.4 Mechanical environment 13.9.5 Extreme environmental conditions 13.9.6 Power source 13.9.7 Measurement uncertainty <\/td>\n<\/tr>\n | ||||||
131<\/td>\n | 13.10 System output 13.10.1 Local display 13.10.2 Local record 13.10.3 Remote record 13.10.4 Diagnostic information 13.11 Installation <\/td>\n<\/tr>\n | ||||||
132<\/td>\n | 13.12 Commissioning 13.13 Operating manual <\/td>\n<\/tr>\n | ||||||
133<\/td>\n | 13.14 Maintenance <\/td>\n<\/tr>\n | ||||||
134<\/td>\n | 14 Measurement uncertainties 14.1 General 14.2 Definition of uncertainty <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | 14.3 Uncertainty in discharge 14.3.1 Uncertainty equation <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | 14.3.2 Effective number of paths 14.3.3 Uncertainty in the line velocity, Ulv 14.3.4 Uncertainty in the channel width estimation, Uw <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | 14.3.5 Examples of uncertainty estimation <\/td>\n<\/tr>\n | ||||||
138<\/td>\n | 14.3.6 Uncertainty estimate at low flow <\/td>\n<\/tr>\n | ||||||
139<\/td>\n | 14.3.7 Uncertainty estimate at high flow <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | Annex A (informative) Principle of measurement uncertainty <\/td>\n<\/tr>\n | ||||||
148<\/td>\n | Annex B (informative) Performance guide for hydrometric equipment for use in technical standard examples <\/td>\n<\/tr>\n | ||||||
152<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Hydrometry. Measurement of discharge by the ultrasonic transit time (time of flight) method<\/b><\/p>\n |