Measurement of peak discharge by indirect methods:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Geneva
World Meteorological Organization
1968
|
| Schriftenreihe: | Technical note / World Meteorological Organization
90 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XIV, 161 S. graph.Darst. |
Internformat
MARC
| LEADER | 00000nam a2200000 cb4500 | ||
|---|---|---|---|
| 001 | BV005837710 | ||
| 003 | DE-604 | ||
| 005 | 20140410 | ||
| 007 | t | ||
| 008 | 921030s1968 d||| |||| 00||| eng d | ||
| 035 | |a (OCoLC)146094 | ||
| 035 | |a (DE-599)BVBBV005837710 | ||
| 040 | |a DE-604 |b ger |e rakddb | ||
| 041 | 0 | |a eng | |
| 049 | |a DE-706 |a DE-M490 |a DE-19 | ||
| 050 | 0 | |a GB1203 | |
| 050 | 0 | |a QC851 | |
| 082 | 0 | |a 551.4/83 | |
| 084 | |a RB 10426 |0 (DE-625)142220:12733 |2 rvk | ||
| 088 | |a WMO No. 225. TP. 119 | ||
| 100 | 1 | |a Benson, Manuel A. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Measurement of peak discharge by indirect methods |c prep. by M. A. Benson |
| 264 | 1 | |a Geneva |b World Meteorological Organization |c 1968 | |
| 300 | |a XIV, 161 S. |b graph.Darst. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 1 | |a Technical note / World Meteorological Organization |v 90 | |
| 650 | 4 | |a Cours d'eau - Jaugeage | |
| 650 | 7 | |a Cours d'eau |2 rasuqam | |
| 650 | 7 | |a Jaugeage |2 rasuqam | |
| 650 | 4 | |a Stream measurements | |
| 650 | 0 | 7 | |a Fluss |0 (DE-588)4131972-2 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Abfluss |0 (DE-588)4000114-3 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Messung |0 (DE-588)4038852-9 |2 gnd |9 rswk-swf |
| 689 | 0 | 0 | |a Fluss |0 (DE-588)4131972-2 |D s |
| 689 | 0 | 1 | |a Abfluss |0 (DE-588)4000114-3 |D s |
| 689 | 0 | 2 | |a Messung |0 (DE-588)4038852-9 |D s |
| 689 | 0 | |5 DE-604 | |
| 810 | 2 | |a World Meteorological Organization |t Technical note |v 90 |w (DE-604)BV002539054 |9 90 | |
| 856 | 4 | 2 | |m HBZ Datenaustausch |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=003653633&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-003653633 | ||
Datensatz im Suchindex
| _version_ | 1804120025686081536 |
|---|---|
| adam_text | Titel: Measurement of peak discharge by indirect methods
Autor: Benson, Manuel A.
Jahr: 1968
Page
Foreword ............................... XI
Summary..............................XIII
Introduction......................... 1
Collection of field data................ 2
Selection of site.................... 2
Field Survey....................... 2
Vertical control................... 2
Horizontal control................. 3
Ground plan....................... 5
High-water marks.................. 6
Surge............................ 6
Identification and rating of high-
water marks.................... 6
Types of high-water marks......... 7
Determination of gage heights....... 8
Cross sections..................... 8
Survey........................... 8
Soundings......................... 8
Scour . . . . ·........................ 8
Field notes....................... 9
Photographs........................ 9
Sampling streambed material........ 10
Definition......................... 11
Sampling of fine to moderately
coarse bed material............. 11
Sampling of coarse bed material .... 12
Problem reaches.................. 12
Analysis of data................... 13
Selection of roughness coefficient..... 13
Stable channels.................... 13
Base value of ri.................. 13
Cross section irregularities....... 14
Depth of flow.................... 14
Vegetation....................... 14
Alinement....................... 14.
Example........................ A
Sand channels..................... 15
Office methods....................... 18
Order of computations............... 18
Plan............................... 18
Plotting methods.................. 18
Base lines for stationing........... 18
Listing of high-water marks......... 19
High-water profiles................. 19
Cross sections..................... 20
Cross-section properties........... 20
Page
Office methods--Continued
Computation of discharge........... 20
Conveyance...................... 22
Friction loss.................... 22
Velocity head.................... 22
Final discharge.................. 23
Slope-area method.................. 24
Introduction....................... 24
Basic equations................... 24
Computation of friction slope....... 25
Selection of reach................. 26
Selection of cross sections.......... 27
Computations..................... 27
Fall............................ 27
Length.......................... 27
Discharge....................... 27
Froude number.................... 29
Variable discharge................ 29
Evaluation of results............... 29
Automatic computation............. 30
Example.......................... 30
Computation of flow through culverts. . 36
Introduction....................... 36
Description of culvert flow......... 36
General classification of flow...... 37
Discharge equations............... 39
Critical depth.................... 39
Type I flow..................... 40
Type II flow.................... 40
Flow with backwater.............. 41
Type III flow................... 41
Type IV flow................... 41
Flow under high head............. 41
Type V flow.................... 42
Type VI flow................... 42
Field data........................ 42
.High-water profiles.............. 42
, / Headwater..................... 42
; ¦ Tailwater...................... 43
Approach section................. 43
Culvert geometry................ 43
Normal culverts................ 43
Skewed culverts................ 44
Mitered culverts................ 44
Photographs..................... 44
Page
Page
Computation of flow through
culverts - -Continued
Field data--Continued
Special conditions................. 44
Debris......................... 44
Break in slope.................. 45
Natural bottom.................. 45
Roughness coefficients.............. 45
Approach section................. 45
Culvert.......................... 46
Corrugated-metal............... 46
Standard riveted section........ 46
Multi-plate section............. 46
Paved inverts.................. 46
Concrete....................... 47
Other materials................. 47
Natural bottom.................. 47
Computation of discharge........... 47
Flow at critical depth............. 47
Type I flow..................... 57
Circular sections......,....... 57
Pipe- arch sections............ 59
Rectangular sections........... 59
Irregular sections.............. 60
Type II flow..................... 60
Circular sections.............. 62
Pipe-arch sections............. 63
Rectangular sections........... 63
Irregular sections.............. 63
Flow with backwater.............. 64
Type III flow.................... 64
Type IV flow.................... 64
Flow under high head.............. 64
Concrete culverts............... 64
Corrugate d-pipe culverts......... 65
Type V flow..................... 66
Type VI flow.................... 66
Routing method................... 67
Unusual conditions................ 69
Multiple culverts................. 70
Coefficients of discharge............ 70
Types I, II, and III flow........... 71
Flush setting in vertical headwall . 71
Pipe culverts.................. 71
Box culverts................... 74
Wingwall entrance............... 74
Pipe culverts set flush with
vertical headwall............. 74
Box culverts................... 74
Projecting entrance.............. 74
Corrugated-metal pipes and
pipe arches.................. 74
Concrete pipes with beveled end . 75
Mitered pipe set flush with
sloping embankment........... 75
Computation of flow through
culverts - -Continued
Coefficients of discharge--Continued
Types IV and VI flow.............. 75
Flush setting in vertical headwall. 75
Box or pipe culverts........... 75
Wingwall entrance............... 76
Pipe culverts set flush with ver-
tical headwall............... 76
Box culverts.................. 76
Projecting entrance............. 76
Corrugated-metal pipes and
pipe-arches................. 76
Concrete pipes with beveled end . 76
Mitered pipe set flush with sloping
embankment.................. 76
Type V flow..................... 77
Flush setting in vertical headwall. 77
Pipe or box culverts........... 77
Wingwall entrance............... 77
Pipe culverts set flush with ver-
tical headwall............... 77
Box culverts.................. 77
Projecting entrance............. 77
Corrugated-metal pipes and
pipe-arches................. 77
Concrete pipe with beveled end . . 77
Mitered pipe set flush with sloping
embankment.................. 78
Unusual culvert entrances......... 78
General remarks.................. 78
Storage.......................... 78
Stage-discharge relationships for
culverts....................... 79
Ratings with transitions between
flow types.................... 80
Type IV flow.................... 81
Type III flow.................... 81
Slope-area measurement within a
culvert........................ 81
Verification of culvert flow........ 81
Where to measure................ 85
Pipes flowing full................. 85
Accuracy of culvert computations . . 85
Examples......................... 85
Example 1. -Type I flow through a
corrugated-metal pipe culvert ... 86
Example 2. -Type I flow through a
concrete box culvert............ 86
Example 3. -Type II flow through a
corrugated-metal pipe culvert ... 86
Example 4. -Type II flow through a
concrete box culvert............ 87
Example 5. -Type III flow through a
corrugated-metal pipe culvert ... 88
Page
Page
Computation of flow through
culverts - -Continued
Examples - -Continued
Example 6. -Type IV flow through a
concrete pipe culvert............ 88
Example 7. --Type V flow through a
corrugated-metal pipe culvert. ... 89
Example 8. -Type VI flow through a
concrete pipe culvert............ 89
Example 9. -Computation of flow by
the routing method.............. 89
Example 10. -Type III flow through
an irregularly-shaped culvert .... 90
Computation by automatic computer . . 92
Flow through width contractions....... 93
Introduction....................... 93
The discharge formula.............. 93
Approach section................... 93
Contracted section................. 95
Water-surface levels............... 95
Velocity head...................... 95
Friction loss...................... 95
Froude number.................... 96
Classification of contractions........ 96
Single-opening contractions........ 96
Type 1.......................... 96
Type II......................... 96
Type III........................ 96
Type IV........................ 96
Modified standard types.......... 96
Spur dikes..................... 96
Dual bridges................... 97
Abutments parallel to flow...... 97
Nonstandard types............... 98
Combination sites............... 99
Multiple-opening contractions...... 99
Field procedures................... 101
Selection of a site................. 101
High-water marks................ 101
Cross sections................... 101
Bridge geometry.................. 101
Channel conditions................ 101
Discharge coefficient............... 102
Channel-contraction ratio.......... 103
Determination of the discharge
coefficient..................... 103
Base coefficient................. 103
Adjustment factors.............. 103
Eccentricity................... 103
Piers or piles................. 104
Submergence.................. 104
Abutments parallel to flow...... 105
Other factors and conditions...... 105
Angularity..................... 105
Intermediate embankment slopes. 105
Different abutments............ 105
Flow through width con-
tractions - -Continued
Discharge coefficient--Continued
Determination of the discharge
coefficient--Continued
Other factors--Continued
Nonstandard geometry and flow
conditions................... 105
Maximum coefficient............ 106
Special conditions............... 106
Other embankment slopes....... 106
Timber and pile bridges........ 106
Nonprojecting abutments........ 106
Projecting abutments........... 106
Spur dikes.................... 107
Arch bridges.................. 107
Computations...................... 119
Outline.......................... 119
Example......................... 120
Combination sites.................. 121
Multiple-opening contractions....... 127
Division into single-opening units . . 127
Determination of h and h ........ 127
1 ï
Computation of discharge.......... 128
Flow over weirs, dams, and highway
embankments..................... 129
Introduction....................... 129
Selection of site................... 129
Field procedures.................. 130
Highwater profiles................ 130
Cross sections................... 130
Dam details...................... 130
Crest shape.................... 130
Piers and abutments............. 130
Gates and flashboards........... 130
Debris......................... 131
Water bypassing the crest of the
dam......................... 131
Pictures......................... 131
Office procedure................... 131
Piers and abutments.............. 131
Weirs not level................... 131
Weirs with curved or angled crest
in plan........................ 132
Determination of weir height....... 132
Rectangular sharp-crested weirs .... 132
Basic equation................... 132
Discharge coefficients............ 132
Submerged sharp-crested weirs. ... 133
Broad-crested weirs............... 135
Definitions....................... 135
Basic equation................... 136
Discharge coefficients............ 137
Submerged broad-crested weirs ... 138
Round-crested weirs............... 138
Flow over weirs, dams, highway
embankments--Continued
Round-crested weirs--Continued
Basic equation.................... 140
Discharge coefficients............. 140
Nappe-fitting method............. 141
Definitions for reference weir. .. 141
Procedure for determining
design head.................. 141
Head-discharge coefficient
relationship................. 148
Example...................... 148
Index-measurement method....... 151
Effect of abutments and piers...... 151
Flow over weirs, dams, highway
embankments - -Continued
Round-crested weirs--Continued
Submerged round-crested weirs. ... 151
Highway embankments.............. 152
Definitions....................... 152
Basic equation................... 152
Length of flow section........... 152
Discharge coefficients............ 154
Submerged highway embankments .. 154
Unusual-shaped weirs.............. 155
Symbols and units................... 158
Selected references................. 160
|
| any_adam_object | 1 |
| author | Benson, Manuel A. |
| author_facet | Benson, Manuel A. |
| author_role | aut |
| author_sort | Benson, Manuel A. |
| author_variant | m a b ma mab |
| building | Verbundindex |
| bvnumber | BV005837710 |
| callnumber-first | G - Geography, Anthropology, Recreation |
| callnumber-label | GB1203 |
| callnumber-raw | GB1203 QC851 |
| callnumber-search | GB1203 QC851 |
| callnumber-sort | GB 41203 |
| callnumber-subject | GB - Physical Geography |
| classification_rvk | RB 10426 |
| ctrlnum | (OCoLC)146094 (DE-599)BVBBV005837710 |
| dewey-full | 551.4/83 |
| dewey-hundreds | 500 - Natural sciences and mathematics |
| dewey-ones | 551 - Geology, hydrology, meteorology |
| dewey-raw | 551.4/83 |
| dewey-search | 551.4/83 |
| dewey-sort | 3551.4 283 |
| dewey-tens | 550 - Earth sciences |
| discipline | Geologie / Paläontologie Geographie |
| format | Book |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01765nam a2200469 cb4500</leader><controlfield tag="001">BV005837710</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">20140410 </controlfield><controlfield tag="007">t</controlfield><controlfield tag="008">921030s1968 d||| |||| 00||| eng d</controlfield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)146094</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV005837710</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield><subfield code="e">rakddb</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-706</subfield><subfield code="a">DE-M490</subfield><subfield code="a">DE-19</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">GB1203</subfield></datafield><datafield tag="050" ind1=" " ind2="0"><subfield code="a">QC851</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">551.4/83</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">RB 10426</subfield><subfield code="0">(DE-625)142220:12733</subfield><subfield code="2">rvk</subfield></datafield><datafield tag="088" ind1=" " ind2=" "><subfield code="a">WMO No. 225. TP. 119</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Benson, Manuel A.</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Measurement of peak discharge by indirect methods</subfield><subfield code="c">prep. by M. A. Benson</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Geneva</subfield><subfield code="b">World Meteorological Organization</subfield><subfield code="c">1968</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">XIV, 161 S.</subfield><subfield code="b">graph.Darst.</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="490" ind1="1" ind2=" "><subfield code="a">Technical note / World Meteorological Organization</subfield><subfield code="v">90</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Cours d'eau - Jaugeage</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Cours d'eau</subfield><subfield code="2">rasuqam</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Jaugeage</subfield><subfield code="2">rasuqam</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Stream measurements</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Fluss</subfield><subfield code="0">(DE-588)4131972-2</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Abfluss</subfield><subfield code="0">(DE-588)4000114-3</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Messung</subfield><subfield code="0">(DE-588)4038852-9</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="689" ind1="0" ind2="0"><subfield code="a">Fluss</subfield><subfield code="0">(DE-588)4131972-2</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="1"><subfield code="a">Abfluss</subfield><subfield code="0">(DE-588)4000114-3</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="2"><subfield code="a">Messung</subfield><subfield code="0">(DE-588)4038852-9</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2=" "><subfield code="5">DE-604</subfield></datafield><datafield tag="810" ind1="2" ind2=" "><subfield code="a">World Meteorological Organization</subfield><subfield code="t">Technical note</subfield><subfield code="v">90</subfield><subfield code="w">(DE-604)BV002539054</subfield><subfield code="9">90</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="m">HBZ Datenaustausch</subfield><subfield code="q">application/pdf</subfield><subfield code="u">http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=003653633&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA</subfield><subfield code="3">Inhaltsverzeichnis</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-003653633</subfield></datafield></record></collection> |
| id | DE-604.BV005837710 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T16:35:32Z |
| institution | BVB |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-003653633 |
| oclc_num | 146094 |
| open_access_boolean | |
| owner | DE-706 DE-M490 DE-19 DE-BY-UBM |
| owner_facet | DE-706 DE-M490 DE-19 DE-BY-UBM |
| physical | XIV, 161 S. graph.Darst. |
| publishDate | 1968 |
| publishDateSearch | 1968 |
| publishDateSort | 1968 |
| publisher | World Meteorological Organization |
| record_format | marc |
| series2 | Technical note / World Meteorological Organization |
| spelling | Benson, Manuel A. Verfasser aut Measurement of peak discharge by indirect methods prep. by M. A. Benson Geneva World Meteorological Organization 1968 XIV, 161 S. graph.Darst. txt rdacontent n rdamedia nc rdacarrier Technical note / World Meteorological Organization 90 Cours d'eau - Jaugeage Cours d'eau rasuqam Jaugeage rasuqam Stream measurements Fluss (DE-588)4131972-2 gnd rswk-swf Abfluss (DE-588)4000114-3 gnd rswk-swf Messung (DE-588)4038852-9 gnd rswk-swf Fluss (DE-588)4131972-2 s Abfluss (DE-588)4000114-3 s Messung (DE-588)4038852-9 s DE-604 World Meteorological Organization Technical note 90 (DE-604)BV002539054 90 HBZ Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=003653633&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Benson, Manuel A. Measurement of peak discharge by indirect methods Cours d'eau - Jaugeage Cours d'eau rasuqam Jaugeage rasuqam Stream measurements Fluss (DE-588)4131972-2 gnd Abfluss (DE-588)4000114-3 gnd Messung (DE-588)4038852-9 gnd |
| subject_GND | (DE-588)4131972-2 (DE-588)4000114-3 (DE-588)4038852-9 |
| title | Measurement of peak discharge by indirect methods |
| title_auth | Measurement of peak discharge by indirect methods |
| title_exact_search | Measurement of peak discharge by indirect methods |
| title_full | Measurement of peak discharge by indirect methods prep. by M. A. Benson |
| title_fullStr | Measurement of peak discharge by indirect methods prep. by M. A. Benson |
| title_full_unstemmed | Measurement of peak discharge by indirect methods prep. by M. A. Benson |
| title_short | Measurement of peak discharge by indirect methods |
| title_sort | measurement of peak discharge by indirect methods |
| topic | Cours d'eau - Jaugeage Cours d'eau rasuqam Jaugeage rasuqam Stream measurements Fluss (DE-588)4131972-2 gnd Abfluss (DE-588)4000114-3 gnd Messung (DE-588)4038852-9 gnd |
| topic_facet | Cours d'eau - Jaugeage Cours d'eau Jaugeage Stream measurements Fluss Abfluss Messung |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=003653633&sequence=000002&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV002539054 |
| work_keys_str_mv | AT bensonmanuela measurementofpeakdischargebyindirectmethods |