Class information for:
Level 1: SIDE WEIR//DISCHARGE COEFFICIENT//LABYRINTH WEIR

Basic class information
Class id #P Avg. number of
references		 Database coverage
of references
13031 864 18.3 33%


Bar chart of Publication_year

Last years might be incomplete

Hierarchy of classes
The table includes all classes above and classes immediately below the current class.


Cluster id Level Cluster label #P
4 4 ENVIRONMENTAL SCIENCES//GEOSCIENCES, MULTIDISCIPLINARY//METEOROLOGY & ATMOSPHERIC SCIENCES 1766162
147 3       WATER RESOURCES//JOURNAL OF HYDROLOGY//SOIL EROSION 63829
2832 2             HYDRAULIC JUMP//SIDE WEIR//STEPPED SPILLWAY 2983
13031 1                   SIDE WEIR//DISCHARGE COEFFICIENT//LABYRINTH WEIR 864

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 SIDE WEIR authKW 2263860 8% 97% 66
2 DISCHARGE COEFFICIENT authKW 1042180 11% 31% 95
3 LABYRINTH WEIR authKW 742148 2% 100% 21
4 FREE OVERFALL authKW 532183 2% 94% 16
5 WEIRS authKW 514647 4% 39% 37
6 PIANO KEY WEIR authKW 467737 2% 88% 15
7 SUBMERGED FLOW authKW 458001 2% 72% 18
8 END DEPTH authKW 426607 2% 93% 13
9 BROAD CRESTED WEIR authKW 364557 2% 74% 14
10 SHARP CRESTED WEIR authKW 347955 2% 62% 16

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 55985 68% 0% 586
2 Engineering, Civil 48992 65% 0% 561
3 Agricultural Engineering 31274 24% 0% 211
4 Engineering, Mechanical 6377 28% 0% 242
5 Instruments & Instrumentation 676 9% 0% 82
6 Engineering, Ocean 219 1% 0% 12
7 Mechanics 156 6% 0% 49
8 Engineering, General 131 3% 0% 30
9 Engineering, Environmental 80 3% 0% 26
10 Agronomy 39 2% 0% 21

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 VAW 118097 2% 18% 19
2 HACH 106021 0% 100% 3
3 MASTER PLANNING PROGRAM 94238 0% 67% 4
4 IRRIGAT RECLAMAT ENGN 79784 3% 9% 24
5 WATER ENGN 75102 5% 5% 44
6 GANGA PLAINS N REG 70681 0% 100% 2
7 WATER STRUCT 69257 1% 28% 7
8 UT WATER 47119 0% 67% 2
9 UTAH WATER 46311 2% 7% 20
10 WATER WASTEWATER 39198 1% 12% 9

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 317474 12% 8% 106
2 JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING-ASCE 275083 10% 9% 90
3 FLOW MEASUREMENT AND INSTRUMENTATION 192751 9% 7% 81
4 JOURNAL OF HYDRAULIC RESEARCH 135478 10% 4% 87
5 JOURNAL OF HYDRAULIC ENGINEERING 81145 7% 4% 63
6 JOURNAL OF HYDRAULIC ENGINEERING-ASCE 71179 8% 3% 65
7 PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT 33914 2% 5% 21
8 PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER AND MARITIME ENGINEERING 13776 1% 5% 8
9 JOURNAL OF HYDROLOGY AND HYDROMECHANICS 11059 1% 3% 10
10 WASSERWIRTSCHAFT 8845 1% 3% 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 SIDE WEIR 2263860 8% 97% 66 Search SIDE+WEIR Search SIDE+WEIR
2 DISCHARGE COEFFICIENT 1042180 11% 31% 95 Search DISCHARGE+COEFFICIENT Search DISCHARGE+COEFFICIENT
3 LABYRINTH WEIR 742148 2% 100% 21 Search LABYRINTH+WEIR Search LABYRINTH+WEIR
4 FREE OVERFALL 532183 2% 94% 16 Search FREE+OVERFALL Search FREE+OVERFALL
5 WEIRS 514647 4% 39% 37 Search WEIRS Search WEIRS
6 PIANO KEY WEIR 467737 2% 88% 15 Search PIANO+KEY+WEIR Search PIANO+KEY+WEIR
7 SUBMERGED FLOW 458001 2% 72% 18 Search SUBMERGED+FLOW Search SUBMERGED+FLOW
8 END DEPTH 426607 2% 93% 13 Search END+DEPTH Search END+DEPTH
9 BROAD CRESTED WEIR 364557 2% 74% 14 Search BROAD+CRESTED+WEIR Search BROAD+CRESTED+WEIR
10 SHARP CRESTED WEIR 347955 2% 62% 16 Search SHARP+CRESTED+WEIR Search SHARP+CRESTED+WEIR

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 AZIMI, H , SHABANLOU, S , SALIMI, MS , (2014) FREE SURFACE AND VELOCITY FIELD IN A CIRCULAR CHANNEL ALONG THE SIDE WEIR IN SUPERCRITICAL FLOW CONDITIONS.FLOW MEASUREMENT AND INSTRUMENTATION. VOL. 38. ISSUE . P. 108 -115 31 100% 2
2 AZIMI, H , HADAD, H , SHOKATI, Z , SALIMI, MS , (2015) DISCHARGE AND FLOW FIELD OF THE CIRCULAR CHANNEL ALONG THE SIDE WEIR.CANADIAN JOURNAL OF CIVIL ENGINEERING. VOL. 42. ISSUE 4. P. 273 -280 23 100% 1
3 PARSAIE, A , HAGHIABI, A , (2015) THE EFFECT OF PREDICTING DISCHARGE COEFFICIENT BY NEURAL NETWORK ON INCREASING THE NUMERICAL MODELING ACCURACY OF FLOW OVER SIDE WEIR.WATER RESOURCES MANAGEMENT. VOL. 29. ISSUE 4. P. 973 -985 18 100% 4
4 ZAJI, AH , BONAKDARI, H , KHODASHENAS, SR , SHAMSHIRBAND, S , (2016) FIREFLY OPTIMIZATION ALGORITHM EFFECT ON SUPPORT VECTOR REGRESSION PREDICTION IMPROVEMENT OF A MODIFIED LABYRINTH SIDE WEIR'S DISCHARGE COEFFICIENT.APPLIED MATHEMATICS AND COMPUTATION. VOL. 274. ISSUE . P. 14 -19 23 70% 2
5 PARVANEH, A , KABIRI-SAMANI, A , NEKOOIE, MA , (2016) DISCHARGE COEFFICIENT OF TRIANGULAR AND ASYMMETRIC LABYRINTH SIDE WEIRS USING THE NONLINEAR PLS METHOD.JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING. VOL. 142. ISSUE 11. P. - 19 95% 0
6 SHARIFI, S , STERLING, M , KNIGHT, DW , (2011) PREDICTION OF END-DEPTH RATIO IN OPEN CHANNELS USING GENETIC PROGRAMMING.JOURNAL OF HYDROINFORMATICS. VOL. 13. ISSUE 1. P. 36 -48 21 91% 8
7 AYDIN, MC , KAYISLI, K , (2016) PREDICTION OF DISCHARGE CAPACITY OVER TWO-CYCLE LABYRINTH SIDE WEIR USING ANFIS.JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING. VOL. 142. ISSUE 5. P. - 17 94% 1
8 IZADINIA, E , HEIDARPOUR, M , (2016) DISCHARGE COEFFICIENT OF A CIRCULAR-CRESTED SIDE WEIR IN RECTANGULAR CHANNELS.JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING. VOL. 142. ISSUE 6. P. - 17 100% 0
9 ZACHOVAL, Z , BOHM, P , PARILKOVA, J , SAFAR, R , SULC, J , (2013) SHAPE OF THE NAPPE DURING FREE OVERFALL FROM A RECTANGULAR CHANNEL WITH ZERO BED SLOPE.JOURNAL OF HYDROLOGY AND HYDROMECHANICS. VOL. 61. ISSUE 3. P. 222-231 20 91% 0
10 BAGHERI, S , KABIRI-SAMANI, AR , HEIDARPOUR, M , (2014) DISCHARGE COEFFICIENT OF RECTANGULAR SHARP-CRESTED SIDE WEIRS, PART I: TRADITIONAL WEIR EQUATION.FLOW MEASUREMENT AND INSTRUMENTATION. VOL. 35. ISSUE . P. 109 -115 17 100% 2

Classes with closest relation at Level 1


Rank Class id link
1 10544 STEPPED SPILLWAY//HYDRAULIC JUMP//SPILLWAY
2 25539 NORMAL DEPTH//SEEPAGE LOSS//INFLOW OUTFLOW METHOD
3 9939 CHANNEL BEND//OPEN CHANNEL JUNCTION//RIVER CONFLUENCE
4 15498 FORCED KORTEWEG DE VRIES EQUATION//SELECTIVE WITHDRAWAL//HYDRAULIC FALLS
5 7248 SCOUR//LOCAL SCOUR//SCOUR DEPTH
6 30176 DETENTION BASINS//HYDROLOGICAL CONTINUITY EQUATION//URBAN STORMWATER DRAINAGE SYSTEMUSDS
7 22751 IRRIGATION CANALS//CANALS//CANAL AUTOMATION
8 23893 CRITICAL SUBMERGENCE//FREE SURFACE VORTEX//BATHTUB VORTEX
9 32642 EFFLUX TIME//EXIT PIPE//TORRICELLIS LAW
10 19485 SEWER SEDIMENTS//GROSS SOLIDS//COMBINED SEWER

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