{"id":293805,"date":"2024-10-19T19:58:03","date_gmt":"2024-10-19T19:58:03","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-14382017\/"},"modified":"2024-10-25T17:10:01","modified_gmt":"2024-10-25T17:10:01","slug":"bs-iso-14382017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-14382017\/","title":{"rendered":"BS ISO 1438:2017"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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2<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions 4 Symbols and abbreviated terms <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 5 Principle 6 Installation 6.1 General 6.2 Selection of site 6.3 Installation conditions 6.3.1 General <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 6.3.2 Weir 6.3.3 Approach channel <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 6.3.4 Downstream channel 7 Measurement of head 7.1 Head-measuring devices <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 7.2 Stilling or float well 7.3 Head-measurement section 7.3.1 Upstream head-measurement 7.3.2 Downstream head measurement 7.4 Head-gauge datum (gauge zero) <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 8 Maintenance 9 Rectangular thin-plate weir 9.1 Types <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 9.2 Specifications for the standard weir 9.3 Specifications for installation 9.4 Determination of gauge zero <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 9.5 Discharge formulae \u2014 General 9.6 Formulae for the basic weir form (all values of b\/B) 9.6.1 Kindsvater-Carter formula 9.6.2 Evaluation of Cd, kb and kh <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 9.6.3 Formulae for Cd <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 9.6.4 Practical limitations on h\/p, h, b and p 9.7 Formulae for full-width weirs (b\/B = 1,0) 9.7.1 Modular flow discharge formula <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 9.7.2 Non-modular flow discharge formula <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 10 Triangular-notch thin-plate weir 10.1 Specifications for the standard weir <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 10.2 Specifications for the installation 10.3 Specifications for head measurement 10.3.1 General 10.3.2 Determination of notch angle 10.3.3 Determination of gauge zero <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 10.4 Discharge formulae \u2014 General 10.5 Formula for all notch angles between \u03c0\/9 and 5 \u03c0\/9 radians (20\u00b0 and 100\u00b0) 10.5.1 Kindsvater-Shen formula 10.5.2 Evaluation of Cd and kh <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 10.5.3 Practical limitations on \u03b1, h\/p, p\/B, h and p 10.6 Formula for specific notch angles (fully-contracted weir) <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 10.7 Accuracy of discharge coefficients \u2014 Triangular-notch weirs 11 Uncertainties of flow measurement 11.1 General <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 11.2 Combining measurement uncertainties <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 11.3 Uncertainty of discharge coefficient, u*(Cd), for thin-plate weirs <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 11.4 Uncertainty budget 12 Example 12.1 General 12.2 Characteristics \u2014 Gauging structure <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 12.3 Characteristics \u2014 Gauged head instrumentation 12.4 Discharge coefficient 12.5 Discharge estimate 12.6 Uncertainty statement <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Annex A (informative) Flow measurement with small weir tanks <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Annex B (normative) Guide to the design and installation of a flow straightener <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Annex C (informative) Introduction to measurement uncertainty <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Annex D (informative) Sample measurement performance for use in hydrometric worked examples <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | Annex E (informative) Specimen tables <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Hydrometry. Open channel flow measurement using thin-plate weirs<\/b><\/p>\n |