Class information for: |
Basic class information |
ID | Publications | Average number of references |
Avg. shr. active ref. in WoS |
---|---|---|---|
13850 | 745 | 18.1 | 32% |
Classes in level above (level 2) |
ID, lev. above |
Publications | Label for level above |
---|---|---|
765 | 11707 | JOURNAL OF HYDRAULIC ENGINEERING-ASCE//JOURNAL OF HYDRAULIC RESEARCH//JOURNAL OF HYDRAULIC ENGINEERING |
Terms with highest relevance score |
Rank | Term | Type of term | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
---|---|---|---|---|---|---|
1 | SIDE WEIR | Author keyword | 91 | 89% | 6% | 41 |
2 | LABYRINTH WEIR | Author keyword | 38 | 86% | 3% | 19 |
3 | FREE OVERFALL | Author keyword | 19 | 70% | 2% | 16 |
4 | SIDE WEIRS | Author keyword | 18 | 83% | 1% | 10 |
5 | END DEPTH | Author keyword | 17 | 79% | 1% | 11 |
6 | WEIRS | Author keyword | 17 | 37% | 5% | 36 |
7 | SUBMERGED FLOW | Author keyword | 15 | 62% | 2% | 16 |
8 | DISCHARGE COEFFICIENT | Author keyword | 14 | 22% | 8% | 58 |
9 | BROAD CRESTED WEIR | Author keyword | 14 | 65% | 2% | 13 |
10 | CIRCULAR CRESTED WEIR | Author keyword | 14 | 100% | 1% | 7 |
Web of Science journal categories |
Author Key Words |
Rank | Web of Science journal category | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
LCSH search | Wikipedia search |
---|---|---|---|---|---|---|---|
1 | SIDE WEIR | 91 | 89% | 6% | 41 | Search SIDE+WEIR | Search SIDE+WEIR |
2 | LABYRINTH WEIR | 38 | 86% | 3% | 19 | Search LABYRINTH+WEIR | Search LABYRINTH+WEIR |
3 | FREE OVERFALL | 19 | 70% | 2% | 16 | Search FREE+OVERFALL | Search FREE+OVERFALL |
4 | SIDE WEIRS | 18 | 83% | 1% | 10 | Search SIDE+WEIRS | Search SIDE+WEIRS |
5 | END DEPTH | 17 | 79% | 1% | 11 | Search END+DEPTH | Search END+DEPTH |
6 | WEIRS | 17 | 37% | 5% | 36 | Search WEIRS | Search WEIRS |
7 | SUBMERGED FLOW | 15 | 62% | 2% | 16 | Search SUBMERGED+FLOW | Search SUBMERGED+FLOW |
8 | DISCHARGE COEFFICIENT | 14 | 22% | 8% | 58 | Search DISCHARGE+COEFFICIENT | Search DISCHARGE+COEFFICIENT |
9 | BROAD CRESTED WEIR | 14 | 65% | 2% | 13 | Search BROAD+CRESTED+WEIR | Search BROAD+CRESTED+WEIR |
10 | CIRCULAR CRESTED WEIR | 14 | 100% | 1% | 7 | Search CIRCULAR+CRESTED+WEIR | Search CIRCULAR+CRESTED+WEIR |
Key Words Plus |
Rank | Web of Science journal category | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
---|---|---|---|---|---|
1 | DISCHARGE COEFFICIENT | 30 | 56% | 5% | 37 |
2 | CIRCULAR CHANNELS | 25 | 71% | 3% | 20 |
3 | STRAIGHT CHANNEL | 23 | 100% | 1% | 10 |
4 | TRAPEZOIDAL FREE OVERFALL | 21 | 85% | 1% | 11 |
5 | ROUGH RECTANGULAR CHANNELS | 20 | 100% | 1% | 9 |
6 | SUBCRITICAL FLOW | 19 | 74% | 2% | 14 |
7 | END DEPTH | 17 | 72% | 2% | 13 |
8 | FREE OVERFALL | 14 | 55% | 2% | 18 |
9 | INVERTED V NOTCH | 14 | 100% | 1% | 7 |
10 | STEADY SHALLOW FLOW | 14 | 100% | 1% | 7 |
Journals |
Reviews |
Title | Publ. year | Cit. | Active references |
% act. ref. to same field |
---|---|---|---|---|
Free overall in open channels: state-of-the-art review | 2002 | 25 | 24 | 88% |
Address terms |
Rank | Address term | Relevance score (tfidf) |
Class's shr. of term's tot. occurrences |
Shr. of publ. in class containing term |
Num. of publ. in class |
---|---|---|---|---|---|
1 | AXE HYDEE HYDRODYNAM ECOULEMENTS ENVIRONM | 4 | 75% | 0.4% | 3 |
2 | VAW | 4 | 19% | 2.6% | 19 |
3 | POLE ECOHYDRAUL ONEMA | 3 | 100% | 0.4% | 3 |
4 | WATER STRUCT | 3 | 37% | 0.9% | 7 |
5 | MASTER PLANNING PROGRAM | 3 | 60% | 0.4% | 3 |
6 | HACH | 2 | 67% | 0.3% | 2 |
7 | IRRIGAT RECLAMAT ENGN | 2 | 10% | 2.7% | 20 |
8 | CNRSENSMAUPR 3346SP2MI TELEPORT 2 | 1 | 50% | 0.3% | 2 |
9 | GANGA PLAINS N REG | 1 | 100% | 0.3% | 2 |
10 | UT WATER | 1 | 50% | 0.3% | 2 |
Related classes at same level (level 1) |
Rank | Relatedness score | Related classes |
---|---|---|
1 | 0.0000298333 | OPEN CHANNEL JUNCTION//DIVIDING FLOW//JUNCTION MANHOLE |
2 | 0.0000225644 | HYDRAULIC JUMP//AIR BUBBLE ENTRAINMENT//STEPPED SPILLWAY |
3 | 0.0000095411 | CRITICAL SUBMERGENCE//BATHTUB VORTEX//PUMP SUMP |
4 | 0.0000095370 | NORMAL DEPTH//OPTIMAL SECTION//OPEN CHANNEL DESIGN |
5 | 0.0000087152 | APPARENT SHEAR STRESS//STAGE DISCHARGE CURVE//BOUNDARY SHEAR |
6 | 0.0000070003 | SOUTH BARN//EXTREME FLOOD ABATEMENT//HYDROBIOL GRP |
7 | 0.0000062825 | FORCED KORTEWEG DE VRIES EQUATION//SELECTIVE WITHDRAWAL//PRECURSOR SOLITON |
8 | 0.0000056730 | IRRIGATION CANALS//CANALS//OPEN CHANNEL SYSTEM |
9 | 0.0000056624 | SCOUR//LOCAL SCOUR//SCOUR DEPTH |
10 | 0.0000042320 | FILTER CLEANLINESS//CHOCOLATE BAYOU PLANT//FILTER RESIDUE |