Class information for: |
Basic class information |
Class id | #P | Avg. number of references |
Database coverage of references |
---|---|---|---|
25539 | 279 | 17.5 | 33% |
Hierarchy of classes |
The table includes all classes above and classes immediately below the current class. |
Cluster id | Level | Cluster label | #P |
---|---|---|---|
16 | 4 | ENGINEERING, CIVIL//CONSTRUCTION & BUILDING TECHNOLOGY//MECHANICS | 627508 |
437 | 3 | ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS//ELECTRICAL IMPEDANCE TOMOGRAPHY//INVERSE PROBLEMS | 26987 |
3469 | 2 | NORMAL DEPTH//NEFTYANOE KHOZYAISTVO//UNCONFINED SEEPAGE | 1491 |
25539 | 1 | NORMAL DEPTH//SEEPAGE LOSS//INFLOW OUTFLOW METHOD | 279 |
Terms with highest relevance score |
rank | Term | termType | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|---|
1 | NORMAL DEPTH | authKW | 1103573 | 4% | 92% | 11 |
2 | SEEPAGE LOSS | authKW | 466960 | 3% | 53% | 8 |
3 | INFLOW OUTFLOW METHOD | authKW | 328336 | 1% | 100% | 3 |
4 | OPTIMAL SECTION | authKW | 328336 | 1% | 100% | 3 |
5 | IRRIGAT RECLAMAT ENGN | address | 268203 | 9% | 10% | 25 |
6 | COMPOSITE CHANNELS | authKW | 250157 | 1% | 57% | 4 |
7 | BEST HYDRAULIC SECTION | authKW | 246251 | 1% | 75% | 3 |
8 | BACKWATER FLOW COMPUTATION | authKW | 218891 | 1% | 100% | 2 |
9 | CRITICAL AND NORMAL DEPTHS | authKW | 218891 | 1% | 100% | 2 |
10 | EARTHEN CHANNELS | authKW | 218891 | 1% | 100% | 2 |
Web of Science journal categories |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | Water Resources | 17651 | 67% | 0% | 187 |
2 | Engineering, Civil | 14923 | 63% | 0% | 176 |
3 | Agricultural Engineering | 12918 | 28% | 0% | 77 |
4 | Engineering, Mechanical | 503 | 14% | 0% | 40 |
5 | Agronomy | 193 | 8% | 0% | 21 |
6 | Environmental Sciences | 154 | 13% | 0% | 36 |
7 | Limnology | 107 | 3% | 0% | 7 |
8 | Instruments & Instrumentation | 69 | 6% | 0% | 16 |
9 | Engineering, Environmental | 40 | 4% | 0% | 10 |
10 | Mining & Mineral Processing | 25 | 1% | 0% | 3 |
Address terms |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | IRRIGAT RECLAMAT ENGN | 268203 | 9% | 10% | 25 |
2 | WATER OURCE DEV TRAINING | 218891 | 1% | 100% | 2 |
3 | UNIV AGR NAT OURCES | 151740 | 8% | 6% | 22 |
4 | WATER ENGN SAFETY DISASTER PREVENT | 145926 | 1% | 67% | 2 |
5 | BIO OURCE AGR ENGR | 109445 | 0% | 100% | 1 |
6 | DIRECC OBRAS HIDRAUL | 109445 | 0% | 100% | 1 |
7 | ENGEES GSP | 109445 | 0% | 100% | 1 |
8 | JILIN GEOL EXPLORAT | 109445 | 0% | 100% | 1 |
9 | MONA RECLAMAT EXPT PROJECT | 109445 | 0% | 100% | 1 |
10 | MORPHOL HYDROL | 109445 | 0% | 100% | 1 |
Journals |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
---|---|---|---|---|---|
1 | JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING-ASCE | 151888 | 14% | 4% | 38 |
2 | JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING | 95285 | 12% | 3% | 33 |
3 | PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT | 40272 | 5% | 3% | 13 |
4 | FLOW MEASUREMENT AND INSTRUMENTATION | 23278 | 6% | 1% | 16 |
5 | OIL & CHEMICAL POLLUTION | 13262 | 1% | 6% | 2 |
6 | JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 11730 | 5% | 1% | 15 |
7 | IRRIGATION AND DRAINAGE | 7476 | 3% | 1% | 8 |
8 | JOURNAL OF THE HYDRAULICS DIVISION-ASCE | 6158 | 1% | 1% | 4 |
9 | INFINI | 5758 | 0% | 5% | 1 |
10 | JOURNAL OF HYDROLOGIC ENGINEERING | 4450 | 3% | 0% | 9 |
Author Key Words |
Rank | Term | Chi square | Shr. of publ. in class containing term |
Class's shr. of term's tot. occurrences |
#P with term in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | NORMAL DEPTH | 1103573 | 4% | 92% | 11 | Search NORMAL+DEPTH | Search NORMAL+DEPTH |
2 | SEEPAGE LOSS | 466960 | 3% | 53% | 8 | Search SEEPAGE+LOSS | Search SEEPAGE+LOSS |
3 | INFLOW OUTFLOW METHOD | 328336 | 1% | 100% | 3 | Search INFLOW+OUTFLOW+METHOD | Search INFLOW+OUTFLOW+METHOD |
4 | OPTIMAL SECTION | 328336 | 1% | 100% | 3 | Search OPTIMAL+SECTION | Search OPTIMAL+SECTION |
5 | COMPOSITE CHANNELS | 250157 | 1% | 57% | 4 | Search COMPOSITE+CHANNELS | Search COMPOSITE+CHANNELS |
6 | BEST HYDRAULIC SECTION | 246251 | 1% | 75% | 3 | Search BEST+HYDRAULIC+SECTION | Search BEST+HYDRAULIC+SECTION |
7 | BACKWATER FLOW COMPUTATION | 218891 | 1% | 100% | 2 | Search BACKWATER+FLOW+COMPUTATION | Search BACKWATER+FLOW+COMPUTATION |
8 | CRITICAL AND NORMAL DEPTHS | 218891 | 1% | 100% | 2 | Search CRITICAL+AND+NORMAL+DEPTHS | Search CRITICAL+AND+NORMAL+DEPTHS |
9 | EARTHEN CHANNELS | 218891 | 1% | 100% | 2 | Search EARTHEN+CHANNELS | Search EARTHEN+CHANNELS |
10 | EGG SHAPED | 218891 | 1% | 100% | 2 | Search EGG+SHAPED | Search EGG+SHAPED |
Core articles |
The table includes core articles in the class. The following variables is taken into account for the relevance score of an article in a cluster c: (1) Number of references referring to publications in the class. (2) Share of total number of active references referring to publications in the class. (3) Age of the article. New articles get higher score than old articles. (4) Citation rate, normalized to year. |
Rank | Reference | # ref. in cl. |
Shr. of ref. in cl. |
Citations |
---|---|---|---|---|
1 | KENTLI, A , MERCAN, O , (2014) APPLICATION OF DIFFERENT ALGORITHMS TO OPTIMAL DESIGN OF CANAL SECTIONS.JOURNAL OF APPLIED RESEARCH AND TECHNOLOGY. VOL. 12. ISSUE 4. P. 762 -768 | 26 | 93% | 1 |
2 | DAS, A , (2010) COST AND FLOODING PROBABILITY MINIMIZATION BASED DESIGN OF HBPS CHANNEL.WATER RESOURCES MANAGEMENT. VOL. 24. ISSUE 2. P. 193 -238 | 28 | 90% | 5 |
3 | EASA, SM , VATANKHAH, AR , (2014) NEW OPEN CHANNEL WITH ELLIPTIC SIDES AND HORIZONTAL BOTTOM.KSCE JOURNAL OF CIVIL ENGINEERING. VOL. 18. ISSUE 4. P. 1197-1204 | 16 | 100% | 0 |
4 | ADARSH, S , SAHANA, ARS , (2013) OPTIMAL DESIGN OF DRAINAGE CHANNELS USING PROBABILISTIC SEARCH.PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT. VOL. 166. ISSUE 5. P. 285-300 | 19 | 83% | 2 |
5 | CHAHAR, B , BASU, S , (2009) OPTIMAL DESIGN OF CURVED BED TRAPEZOIDAL CANAL SECTIONS.PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT. VOL. 162. ISSUE 3. P. 233 -240 | 15 | 100% | 7 |
6 | VATANKHAH, AR , (2012) DIRECT SOLUTIONS FOR NORMAL AND CRITICAL DEPTHS IN STANDARD CITY-GATE SECTIONS.FLOW MEASUREMENT AND INSTRUMENTATION. VOL. 28. ISSUE . P. 16-21 | 14 | 100% | 0 |
7 | NOURANI, V , TALATAHARI, S , MONADJEMI, P , SHAHRADFAR, S , (2009) APPLICATION OF ANT COLONY OPTIMIZATION TO OPTIMAL DESIGN OF OPEN CHANNELS.JOURNAL OF HYDRAULIC RESEARCH. VOL. 47. ISSUE 5. P. 656 -665 | 20 | 69% | 13 |
8 | EASA, SM , (2009) IMPROVED CHANNEL CROSS SECTION WITH TWO-SEGMENT PARABOLIC SIDES AND HORIZONTAL BOTTOM.JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING. VOL. 135. ISSUE 3. P. 357-365 | 14 | 100% | 4 |
9 | CHAHAR, BR , (2007) OPTIMAL DESIGN OF A SPECIAL CLASS OF CURVILINEAR BOTTOMED CHANNEL SECTION.JOURNAL OF HYDRAULIC ENGINEERING-ASCE. VOL. 133. ISSUE 5. P. 571-576 | 15 | 94% | 16 |
10 | SANKARAN, A , MANNE, JR , (2013) PROBABILISTIC MULTI-OBJECTIVE OPTIMAL DESIGN OF COMPOSITE CHANNELS USING PARTICLE SWARM OPTIMIZATION.JOURNAL OF HYDRAULIC RESEARCH. VOL. 51. ISSUE 4. P. 459-464 | 12 | 100% | 0 |
Classes with closest relation at Level 1 |