BSI PD IEC TS 62600-301:2019
$189.07
Marine energy. Wave, tidal and other water current converters – River energy resource assessment
Published By | Publication Date | Number of Pages |
BSI | 2019 | 48 |
This part of IEC 62600 provides:
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Methodologies that ensure consistency and accuracy in the determination of the theoretical river energy resource at sites that may be suitable for the installation of River Energy Converters (RECs);
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Methodologies for producing a standard current speed distribution based on measured, historical, or numerical data, or a combination thereof, to be used in conjunction with an appropriate river energy power performance assessment;
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Allowable data collection methods and/or modelling techniques; and
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A framework for reporting results.
The document explicitly excludes:
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Technical or practical resource assessments;
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Resource characterisation;
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Power performance assessment of river energy converters; and
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Environmental impact studies, assessments, or similar.
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | undefined |
4 | CONTENTS |
6 | FOREWORD |
8 | INTRODUCTION |
9 | 1 Scope 2 Normative references |
10 | 3 Terms and definitions |
11 | 4 Symbols, units and abbreviated terms 4.1 Symbols and units 4.2 Abbreviated terms |
12 | 5 Methodology overview 5.1 Study classification 5.2 Project location identification 5.3 Resource definition 5.4 Methodology 5.4.1 General |
13 | 5.4.2 Flow duration curves 5.4.3 Velocity duration curves |
14 | Figures Figure 1 – Flowchart outlining the methodology for a resource assessment |
15 | Table 1 – Outline of measurements |
16 | 5.4.4 Energy production 6 Flow Duration Curves 6.1 General 6.2 Measurement-based Flow Duration Curve |
17 | 6.3 Hydrologic modelling 6.3.1 General 6.3.2 Stochastic modelling Figure 2 – Types of hydrologic models for simulating discharge |
18 | 6.3.3 Deterministic modelling |
19 | 6.4 Computing Flow Duration Curves |
20 | Figure 3 – Example FDC (curve) and assumed non-uniform discretisation (circles) |
21 | 7 Velocity Duration Curves 7.1 General 7.2 Measurement-based Velocity Duration Curve |
23 | 7.3 Hydrodynamic-model-based Velocity Duration Curve 7.3.1 General 7.3.2 Model selection |
24 | 7.3.3 Model domain 7.3.4 Grid resolution |
25 | 7.3.5 Model inputs |
26 | 7.3.6 Boundary conditions and forcing 7.3.7 Field-data requirements |
27 | 7.3.9 Calibration |
28 | 7.3.10 Validation 7.3.11 Energy extraction |
29 | 7.3.12 Computation of model-based velocities |
30 | 7.3.13 Calculating the Velocity Duration Curve Figure 4 – Example REC power-weighted speed versus discharge relationship using discretised discharge values (circles) in Figure 3 |
31 | 8 Reporting requirements 8.1 General Figure 5 – Example VDC using the transfer function derived from the curve fit shown in Figure 4 and the full FDC shown in Figure 3 |
32 | 8.2 Technical report 8.2.1 General 8.2.2 Development of the Flow Duration Curve |
33 | 8.2.3 Development of the Velocity Duration Curve 8.2.4 AEP calculation 8.2.5 Additional reporting |
34 | 8.3 Digital database 8.4 Test equipment report 8.5 Measurement procedure report 8.6 Deviations from the procedure |
35 | Annex A (normative) Guidelines for field data measurements A.1 Bathymetry A.2 Water level A.3 Discharge A.3.1 General |
36 | A.3.2 Stage-discharge relationship A.4 Current profiler measurements A.4.1 General A.4.2 Fixed-location velocity profile |
37 | A.4.3 Discharge and velocity transect survey A.4.4 Instrument configuration |
38 | A.4.5 Correcting for clock drift A.4.6 Depth quality control A.4.7 Velocity quality control A.5 Turbulence |
39 | Annex B (informative) Calculation of energy production B.1 General B.2 Energy production Figure B.1 –Power exceedance probabilities |
41 | Annex C (normative) Evaluation of uncertainty C.1 General C.2 Uncertainty analysis |
42 | C.3 Modelling uncertainty Table C.1 − List of uncertainty components |
43 | Bibliography |