?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PERBANDINGAN+KETELITIAN+PERHITUNGAN+VOLUME%0D%0ATIMBUNAN+PEMBUATAN+TANGGUL+SUNGAI+MENGGUNAKAN%0D%0AMETODE+KONTUR%2C+DIGITAL+ELEVATION+MODEL+(DEM)%2C%0D%0ADAN+METODE+MANUAL+PADA+PROYEK+CIUJUNG+PRIORITY+CIVIL%0D%0A%0D%0AWORK+PACKAGE+III&rft.creator=Nadila+%2C+Khoirul+Zahra&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=Banjir+yang+terjadi+di+Jalan+Tol+Jakarta-Merak+di+Desa+Undar+Andir+pada+10+Januari%0D%0A2013+menyebabkan+banyak+kerugian.+Solusi+untuk+mengurangi+risiko+banjir+adalah%0D%0Apembangunan+tanggul+di+DAS+Ciujung%2C+Kabupaten+Serang%2C+Provinsi+Banten.+Kajian%0D%0Aini+akan+melakukan+perbandingan+dengan+berbagai+metode+perhitungan+volume%0D%0Atimbunan.+Hasil+perbandingan+ini+akan+menunjukkan+ketelitian+dan+perbedaan%0D%0Aselisih+antara+metode+yang+mendukung+pembangunan+tanggul+yang+efektif.%0D%0ATugas+Akhir+ini+bertujuan+untuk+menghitung+volume+dan+mengevaluasi+perbedaan%0D%0Aantara+hasil+volume+timbunan+yang+dihitung+menggunakan+metode+kontur%2C+Digital%0D%0AElevation+Model+(DEM)%2C+dan+metode+manual+dengan+volume+asli.+Dengan%0D%0Ademikian%2C+penelitian+ini+dimaksudkan+untuk+menilai+tingkat+ketelitian+dari+setiap%0D%0Ametode+dalam+menghitung+volume+timbunan+dan+memungkinkan+perbandingan%0D%0Ayang+akurat+antara+hasil-hasil+tersebut.%0D%0ALokasi+penelitian+adalah+Proyek+Ciujung+Priority+Civil+Work+Package+III+di+Desa%0D%0AUndar+Andir%2C+Kabupaten+Serang%2C+Provinsi+Banten.+Penulis+ingin+melakukan%0D%0Apenelitian+menggunakan+tiga+metode+perhitungan+volume+yaitu%2C+metode+kontur%2C%0D%0ADigital+Elevation+Model+(DEM)%2C+dan+metode+manual.+Hasil+dari+metode+kontur%0D%0Amenghasilkan+volume+timbunan+sebesar+171.692%2C68+m3%0D%0A%0D%0Adengan+selisih+sebesar%0D%0A%0D%0A530%2C86+m3%0D%0A%0D%0A(0%2C31%25)+terhadap+volume+asli%2C+DEM+menghasilkan+volume+timbunan%0D%0A%0D%0Asebesar+171.654%2C40+m3%0D%0A%0D%0Adengan+selisih+sebesar+492%2C58+m3%0D%0A%0D%0A(0%2C29%25)+terhadap+volume%0D%0Aasli%2C+dan+metode+manual+menghasilkan+volume+timbunan+sebesar+171.449%2C45+m3%0D%0Adengan+selisih+sebesar+287%2C63+m3+(0%2C17%25)+terhadap+volume+asli.%0D%0AKata+Kunci%3A+Perhitungan+Volume%2C+Metode+Kontur%2C+Digital+Elevation+Model%0D%0A(DEM)%2C+Metode+Manual.%0D%0A%0D%0A4%0D%0A%0D%0AABSTRACT%0D%0A%0D%0ACOMPARISON+OF+ACCURACY+OF+VOLUME+CALCULATIONS%0D%0ARIVER+EMPHAMENT+MANUFACTURING+USING+THE+CONTOUR%0D%0AMETHOD%2C+DIGITAL+ELEVATION+MODEL+(DEM)%2C%0D%0A%0D%0AAND+MANUAL+METHODS+IN+THE+CIUJUNG+PRIORITY+CIVIL+WORK%0D%0A%0D%0APACKAGE+PROJECT+III%0D%0A%0D%0ABy%0D%0ANadila+Khoirul+Zahra%0D%0A%0D%0AThe+flood+that+occurred+on+the+Jakarta-Merak+Toll+Road+in+Undar+Andir+Village+on%0D%0AJanuary+10+2013+caused+many+losses.+The+solution+to+reduce+the+risk+of+flooding+is%0D%0Athe+construction+of+embankments+in+the+Ciujung+watershed%2C+Serang+Regency%2C%0D%0ABanten+Province.+This+study+will+carry+out+calculations+using+various+methods+for%0D%0Acalculating+embankment+volume.+The+results+of+this+comparison+will+show+the%0D%0Aaccuracy+and+differences+between+methods+that+support+effective+embankment%0D%0Aconstruction.+This+final+project+aims+to+calculate+the+volume+and+reveal+the%0D%0Adifferences+between+the+embankment+volume+results+calculated+using+the+contour%0D%0Amethod%2C+Digital+Elevation+Model+(DEM)%2C+and+manual+methods+with+the+original%0D%0Avolume.+Thus%2C+this+research+is+intended+to+assess+the+level+of+accuracy+of+each%0D%0Amethod+in+calculating+embankment+volume+and+enable+accurate+measurements+of%0D%0Athese+results.+The+research+location+is+the+Ciujung+Package+III+Priority+Civil+Works%0D%0AProject+in+Undar+Andir+Village%2C+Serang+Regency%2C+Banten+Province.+The+author%0D%0Awants+to+conduct+research+using+three+volume+calculation+methods%2C+namely%2C+the%0D%0Acontour+method%2C+Digital+Elevation+Model+(DEM)%2C+and+manual+methods.+The+results%0D%0Aof+the+contour+method+produce+an+embankment+volume+of+171%2C692.68+m3+with+a%0D%0Adifference+of+530.86+m3+(0.31%25)+to+the+original+volume%2C+DEM+produces+an%0D%0Aembankment+volume+of+171%2C654.40+m3+with+a+difference+of+492.58+m3+(0.29%25+)+to%0D%0Athe+original+volume%2C+and+the+manual+method+produces+an+embankment+volume+of%0D%0A171%2C449.45+m3+with+a+difference+of+287.63+m3+(0.17%25)+to+the+original+volume.%0D%0A%0D%0AKeywords%3A+Volume+Calculation%2C+Contour+Method%2C+Digital+Elevation+Model+(DEM)%2C%0D%0AManual+Method.&rft.publisher=FAKULTAS+TEKNIK&rft.date=2024-07-10&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F86820%2F1%2FFile%2520Abstrak%2520-%2520Nadila%2520Khoirul%2520Zahra.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F86820%2F2%2FFile%2520Full%2520Skripsi%2520-%2520Nadila%2520Khoirul%2520Zahra.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F86820%2F3%2FFile%2520Full%2520Skripsi%2520Tanpa%2520BAB%2520Pembahasan%2520-%2520Nadila%2520Khoirul%2520Zahra.pdf&rft.identifier=++Nadila+%2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