Matches in SemOpenAlex for { <https://semopenalex.org/work/W4297675805> ?p ?o ?g. }
Showing items 1 to 65 of
65
with 100 items per page.
- W4297675805 endingPage "19" @default.
- W4297675805 startingPage "19" @default.
- W4297675805 abstract "This study was conducted to find out the value of the drainage coefficient of the office area in South Kalimantan under the existing conditions, the effect of land use changes on fluctuations in discharge at Embung Kampung Banjar and the green open space that must be available with the existence of Embung Kampung Banjar. The existence of Embung Kampung Banjar is expected to reduce the impact of excessive rainfall which causes various kinds of natural disasters. This study usesd the Rational Method analysis to get the value of rainfall intensity in determining the planned discharge, the method of analysis of the coefficient of flow and the research method used for discharge fluctuations in Embung Kampung Banjar that is simulated with the synthetic unit hydrograph ITB –2 Kirpich, Snyder and Mononobe which all calculations by useng Microsoft Excel . The results shows that the simulation of land use change by adding the area of residential housing and offices are evidence of reduced open areas. The calculation of the maximum discharge coefficient of the existing flow using the Synthetic Unit Hydrograph (HSS) ITB 2 Timelag Kirpich of 7.83 m3/s and the results of flood tracking caused a decrease in peak discharge of 5.4 m3/s the largest land use change was found in the flow coefficient is 0.499 with a maximum discharge of 9.69 m3/s where the housing area is 0.85 km2 and offices are 0.47 km2. In Indonesian Law Number 26 of 2007 on Spatial Planning Article 29 paragraph 3 regarding the proportion of Green Open Space (RTH) about 20 percent of the city area. The calculation results of the peak discharge capacity of Embung Banjar Kampung which is equal to 6.8963 m3/s equal to 15 percent of the flow area of Embung Kampung Banjar which is obtained from the maximum discharge calculation, which is 9.69 m3/s. Then the results of the routing flood that caused a decrease in the discharge amounted to 6.6 m3/s, so the overall result is that the reservoir is still safe if overflow occurs in the reservoir." @default.
- W4297675805 created "2022-09-30" @default.
- W4297675805 creator A5014395343 @default.
- W4297675805 creator A5037332778 @default.
- W4297675805 creator A5051531479 @default.
- W4297675805 creator A5054911796 @default.
- W4297675805 date "2022-04-26" @default.
- W4297675805 modified "2023-09-30" @default.
- W4297675805 title "PENGARUH TATA GUNA LAHAN TERHADAP FLUKTUASI DEBIT EMBUNG KAMPUNG BANJAR DI WILAYAH PERKANTORAN PROVINSI KALIMANTAN SELATAN" @default.
- W4297675805 doi "https://doi.org/10.20527/es.v18i1.12975" @default.
- W4297675805 hasPublicationYear "2022" @default.
- W4297675805 type Work @default.
- W4297675805 citedByCount "0" @default.
- W4297675805 crossrefType "journal-article" @default.
- W4297675805 hasAuthorship W4297675805A5014395343 @default.
- W4297675805 hasAuthorship W4297675805A5037332778 @default.
- W4297675805 hasAuthorship W4297675805A5051531479 @default.
- W4297675805 hasAuthorship W4297675805A5054911796 @default.
- W4297675805 hasBestOaLocation W42976758051 @default.
- W4297675805 hasConcept C105795698 @default.
- W4297675805 hasConcept C122637931 @default.
- W4297675805 hasConcept C127413603 @default.
- W4297675805 hasConcept C128990827 @default.
- W4297675805 hasConcept C145420912 @default.
- W4297675805 hasConcept C154936535 @default.
- W4297675805 hasConcept C166957645 @default.
- W4297675805 hasConcept C187320778 @default.
- W4297675805 hasConcept C205649164 @default.
- W4297675805 hasConcept C33923547 @default.
- W4297675805 hasConcept C39432304 @default.
- W4297675805 hasConcept C74256435 @default.
- W4297675805 hasConcept C76886044 @default.
- W4297675805 hasConceptScore W4297675805C105795698 @default.
- W4297675805 hasConceptScore W4297675805C122637931 @default.
- W4297675805 hasConceptScore W4297675805C127413603 @default.
- W4297675805 hasConceptScore W4297675805C128990827 @default.
- W4297675805 hasConceptScore W4297675805C145420912 @default.
- W4297675805 hasConceptScore W4297675805C154936535 @default.
- W4297675805 hasConceptScore W4297675805C166957645 @default.
- W4297675805 hasConceptScore W4297675805C187320778 @default.
- W4297675805 hasConceptScore W4297675805C205649164 @default.
- W4297675805 hasConceptScore W4297675805C33923547 @default.
- W4297675805 hasConceptScore W4297675805C39432304 @default.
- W4297675805 hasConceptScore W4297675805C74256435 @default.
- W4297675805 hasConceptScore W4297675805C76886044 @default.
- W4297675805 hasIssue "1" @default.
- W4297675805 hasLocation W42976758051 @default.
- W4297675805 hasOpenAccess W4297675805 @default.
- W4297675805 hasPrimaryLocation W42976758051 @default.
- W4297675805 hasRelatedWork W1532126074 @default.
- W4297675805 hasRelatedWork W1939874354 @default.
- W4297675805 hasRelatedWork W2131829748 @default.
- W4297675805 hasRelatedWork W2185767220 @default.
- W4297675805 hasRelatedWork W2269015919 @default.
- W4297675805 hasRelatedWork W2738730411 @default.
- W4297675805 hasRelatedWork W3041249370 @default.
- W4297675805 hasRelatedWork W3208393360 @default.
- W4297675805 hasRelatedWork W2520496480 @default.
- W4297675805 hasRelatedWork W314547172 @default.
- W4297675805 hasVolume "18" @default.
- W4297675805 isParatext "false" @default.
- W4297675805 isRetracted "false" @default.
- W4297675805 workType "article" @default.