Please use this identifier to cite or link to this item: https://repositori.uma.ac.id/handle/123456789/22484
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dc.contributor.advisorHermanto, Edy-
dc.contributor.authorSuyanto-
dc.date.accessioned2024-01-02T01:59:49Z-
dc.date.available2024-01-02T01:59:49Z-
dc.date.issued2008-01-
dc.identifier.urihttps://repositori.uma.ac.id/handle/123456789/22484-
dc.description94 Halamanen_US
dc.description.abstractDalam tugas akhir ini penganalisaan masalah drainase dilakukan dengan mengikuti tahapan-tahapan dasar yakni : a. Analisa Hidrologi, ydng ditujukan untuk rnernperkirakan tingkat limpasan yang harus diatasi. b. Perencanaan Hidrolika, yaitu memilih jenis dan ukuran d ari bangunan yang paling ekonomis dan sanggup rnenampung besar pengaliran yang diperkirakan. c. Idelanya perencanaan yai tu memastikan bahwa disain yang dibuat tidak akan menimbulkan erosi/penggerusan dan perubahan yang tidak diinginkan pada kondisi lingkungan sekitar areal bangunan yang disiplin. In this end the order drainage analyzing problem done with stage base that is : a. Hydrology of analisys, is showed for step resemble possibly run off must be doing. b. Hydraulica planning that is kinds select and measuring tape from the building is the most economies and the able intercept large flow resembly possibly. c. The ideal planning that is to certainly the design in made never float on the surface eration I process of scraping down and change wan 't of surrounding conditions area acreage discipline building.en_US
dc.language.isoiden_US
dc.publisherUniversitas Medan Areaen_US
dc.relation.ispartofseriesNPM;068110065-
dc.subjectdrainaseen_US
dc.subjectsaluran tertutupen_US
dc.subjectjalan rayaen_US
dc.titleDrainase Saluran Tertutup pada Jalan Rayaen_US
dc.title.alternativeClosed Channel Drainage on Highwaysen_US
dc.typeThesisen_US
Appears in Collections:SP - Civil Engineering

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068110065 - Suyanto Fulltext.pdfCover, Abstract, Chapter I, II, III, V, Bibliography6.31 MBAdobe PDFView/Open
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