Class information for:
Level 1: SOILS WATER AGR ENGN//ARBITRARY BOUNDARIES//TUNNEL CAVITY

Basic class information
ID Publications Average number
of references		 Avg. shr. active
ref. in WoS
24516 259 20.6 34%


Bar chart of Publication_year

Last years might be incomplete

Classes in level above (level 2)


ID, lev.
above		 Publications Label for level above
440 15574 SOIL & TILLAGE RESEARCH//SOIL COMPACTION//VADOSE ZONE JOURNAL

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 SOILS WATER AGR ENGN Address 8 29% 9% 24
2 ARBITRARY BOUNDARIES Author keyword 4 67% 2% 4
3 TUNNEL CAVITY Author keyword 2 67% 1% 2
4 HODOGRAPH Author keyword 2 21% 3% 9
5 STEADY SEEPAGE Author keyword 2 43% 1% 3
6 CIRCULAR THEOREM Author keyword 1 100% 1% 2
7 R LINEAR CONJUGATION PROBLEM Author keyword 1 100% 1% 2
8 THEORY OF FRACKING Author keyword 1 100% 1% 2
9 WATER EXCLUSION Author keyword 1 100% 1% 2
10 COMPLEX POTENTIAL Author keyword 1 12% 4% 11

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 ARBITRARY BOUNDARIES 4 67% 2% 4 Search ARBITRARY+BOUNDARIES Search ARBITRARY+BOUNDARIES
2 TUNNEL CAVITY 2 67% 1% 2 Search TUNNEL+CAVITY Search TUNNEL+CAVITY
3 HODOGRAPH 2 21% 3% 9 Search HODOGRAPH Search HODOGRAPH
4 STEADY SEEPAGE 2 43% 1% 3 Search STEADY+SEEPAGE Search STEADY+SEEPAGE
5 CIRCULAR THEOREM 1 100% 1% 2 Search CIRCULAR+THEOREM Search CIRCULAR+THEOREM
6 R LINEAR CONJUGATION PROBLEM 1 100% 1% 2 Search R+LINEAR+CONJUGATION+PROBLEM Search R+LINEAR+CONJUGATION+PROBLEM
7 THEORY OF FRACKING 1 100% 1% 2 Search THEORY+OF+FRACKING Search THEORY+OF+FRACKING
8 WATER EXCLUSION 1 100% 1% 2 Search WATER+EXCLUSION Search WATER+EXCLUSION
9 COMPLEX POTENTIAL 1 12% 4% 11 Search COMPLEX+POTENTIAL Search COMPLEX+POTENTIAL
10 DARCIAN VELOCITY 1 40% 1% 2 Search DARCIAN+VELOCITY Search DARCIAN+VELOCITY

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 SEEPAGE EXCLUSION PROBLEM 15 88% 3% 7
2 SCATTERING ANALOG 12 86% 2% 6
3 CIRCULAR CYLINDRICAL CAVITIES 6 100% 2% 4
4 HILLSIDE SEEPAGE 6 100% 2% 4
5 SATURATED CAPILLARY FRINGE 6 100% 2% 4
6 PERIODIC STRIP SOURCES 4 75% 1% 3
7 EXCLUSION PROBLEM 4 31% 4% 10
8 STEADY WATER TABLE 3 100% 1% 3
9 HODOGRAPH METHOD 2 67% 1% 2
10 RANKINE BODIES 2 67% 1% 2

Journals

Reviews


Title Publ. year Cit. Active
references		 % act. ref.
to same field
THE QUASI-LINEAR APPROXIMATION FOR UNSATURATED POROUS-MEDIA FLOW 1990 81 81 32%
THE SCATTERING ANALOG FOR INFILTRATION IN POROUS-MEDIA 1989 21 18 61%

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 SOILS WATER AGR ENGN 8 29% 9.3% 24
2 SOIL WATER AGR ENGN 1 19% 1.2% 3
3 BIO OURCES AGR ENGN 0 20% 0.4% 1
4 LUMBERGER OILFIELD SERV 0 17% 0.4% 1
5 MINING PETR ENGN 0 17% 0.4% 1
6 JURUSAN MATEMAT 0 10% 0.4% 1
7 DEP SOILS WATER AGR ENGN 0 100% 0.4% 1

Related classes at same level (level 1)


Rank Relatedness score Related classes
1 0.0000261024 CAPILLARY BARRIER//ALTERNATIVE COVER//ET COVER
2 0.0000230777 YUCCA MOUNTAIN//FRACTURE MATRIX INTERACTION//MULTIFLUX MODEL
3 0.0000194461 ALTERRA ILRI//DRAINAGE MATERIALS//LAND DRAINAGE THEORY
4 0.0000182096 RICHARDS EQUATION//INHM//INTEGRATED HYDROLOGY MODEL
5 0.0000131602 GRIFFITH FORMULA//NONVARIATIONAL SYSTEM//STRAIN POTENTIAL
6 0.0000125676 GROUND WATER//ANALYTIC ELEMENT METHOD//PARTIALLY PENETRATING WELL
7 0.0000125436 TENSION INFILTROMETER//DISC INFILTROMETER//FIELD SATURATED HYDRAULIC CONDUCTIVITY
8 0.0000110234 DRIP IRRIGATION//SUBSURFACE DRIP IRRIGATION//IRRIGATION WATER USE EFFICIENCY
9 0.0000105763 NORMAL DEPTH//OPTIMAL SECTION//OPEN CHANNEL DESIGN
10 0.0000099676 TRANSIENT RECHARGE//BASEFLOW SEPARATION//TIME VARYING RECHARGE