Indonesia (pdf)
English (pdf)
Singkat

S1

2016 2013 2009

MPBA

2009a 2009b

Topik Kuliah
Jadual Kuliah
Buku Acuan
OHP Slide:

00-11 12-19 20-23 24-30 31-40 41-48 Lengkap (38MB rar, flip)

Pendahuluan (1,4 MB pdf flip)
Koef. Koreksi (400 KB pdf flip)
Colebrook-White (200 KB pdf flip)
Kekasaran Komposit (200 KB pdf flip)
Profil Susun (300 KB pdf flip)
Tampang Efisien (400 KB pdf flip)
Energi (500 KB pdf flip)
H normal dan h kritik (300 KB pdf flip)
Masalah Lapang (500 KB pdf flip )
Pengukuran Debit (4,5 MB pdf flip)
Momentum dan Loncat Air:

Momentum dan Loncat Air (pdf flip) Momentum dan Loncat Air (OHP hal. 16-19) Rumus Umum Loncat Air (hal. 20-23) Tabel Loncat Air Miring Energy and Momentum Principles (1,08MB pdf) Hydraulic Jump and Its Use (3,7MB pdf) The Momentum Principle (1,45MB pdf) Wikipedia: Hydraulic Jumps in Channels Wikipedia: Hydraulic Jumps

Profil Muka Air:

Pengaliran Permanen Tidak Beraturan (pdf flip) H normal dan h kritik (pdf flip) Bresse's Backwater Function Elemen Geometrik Lingkaran Algoritma Profil Muka Air Metode Standard Step Computation of Gradually Varied Flow

Ikhtisar Rumus Saluran Terbuka

Acuan Topik Kuliah (260 KB pdf)
Rerangka Perkuliahan (382 KB pdf)
Peserta Kuliah 2020 (382 KB pdf)
Modul 1: H normal dan h kritik

H normal dan h kritik (pdf flip) Hitungan H normal & h kritik (hal. 24-27) Soal Latihan Trapesium (175 KB pdf) Trapesium m1-m2 (200 KB pdf) Lingkaran (185 KB pdf) Data Latihan Modul 1 & 3

Modul 2: PPTB & Bangunan Kontrol

Hitungan H normal & h kritik (hal. 28-30) Rumus PPTB & Peluap (hal. 31-40) Soal Latihan Bendung 01 (160 KB pdf) Bendung 02 (260 KB pdf)

Modul 3: Hitungan Profil Muka Air

Hitungan Profil Muka Air (hal. 41-48) Algoritma Hitungan Profil Muka Air Profil Muka Air: Bresse's Backwater Function Elemen Geometrik Lingkaran Algoritma Profil Muka Air Metode Standard Step Computation of Gradually Varied Flow Soal Latihan Integrasi Grafis Trapesium Chezy: M3 C1 S1 S2 Manning: M1 M2 M3 C3 Lingkaran Chezy: M1 M2 M3 C1 C3 Manning: M1 M2 M3 C1 C3 Tabel Integrasi Grafis Standard Step Trapesium Chezy: M1 M2 C1 Manning: M1 M2 C1 Lingkaran Chezy: M1 M2 M3 Manning: M1 M2 S1 Metode Standard Step Computation of Gradually Varied Flow Data Latihan Modul 1 & 3

Modul 4: Momentum & Loncat Air

Momentum dan Loncat Air (1MB pdf) Momentum dan Loncat Air (OHP hal. 16-19) Rumus Umum Loncat Air (hal. 20-23) Tabel Loncat Air Miring Energy and Momentum Principles (1,08MB pdf) Hydraulic Jump and Its Use (3,7MB pdf) The Momentum Principle (1,45MB pdf) Soal Latihan Lantai Miring-Datar Jenis A (201KB pdf) Jenis A Hilir (202KB pdf) Jenis B (203KB pdf) Jenis C (203KB pdf) Jenis D (202KB pdf) Pintu Air Terendam (223KB pdf) Bebas/Sempurna (223KB pdf) H3-LA-H2 (224KB pdf) Data dan Latihan Modul 4: 01 02

Bahan Kuliah 12-48 (29MB rar, flip)
Ikhtisar Rumus Saluran Terbuka

Non Uniform Flow

Bendung Bangunan Terjunan pada Saluran Irigasi Bendung Karet (html, pdf mov) HEC-RAS (3,6 Mb avi)

Koef. Alpha-Beta

USGS Paper (offsite)

Koef. Manning (n)

0.024 0.030 0.041 0.045 0.050 0.060 0.075 more Sungai alami di Indonesia USGS: Roughness Characteristics

Loncat Air

Hydraulic Jump - Kazimierz Woycicki Hydraulic Jump - Jan Smetana Itaipu Dam Simulasi Numerik Simulasi fisik Jenis Loncat Air Loncat Air pada Saluran Irigasi

Ukur Debit

Pengukuran Debit (flip 4,5 MB pdf ) World Metereological Organization Manual on Stream Gauging: Vol. I: Fieldwork (URL) Vol. II: Computation of discharge (URL) Univ of Florida USBR USGS Streamflow Measurement Volume 1 & Volume 2 Radar RQ-30 Discharge Radar (URL) RP-30 Current Meter (URL) Fluvial River Pengukuran sungai (URL)

Gerusan

Erosi Jembatan

USBR Publications

USBR Website Powerplants Manuals & Standards Hydraulic Laboratory Reports Local Collections Hyd. Design of Stilling Basins Mechanics of The Hydraulic Jump Hydraulic Jump - Kazimierz Woycicki Hydraulic Jump - Jan Smetana

Artikel pdf

Hidraulika Drainase Leeds Notes Modelling roughness Flood routing Water surface Sediment Transport Hydraulic Modelling Energy Locating Hydr. Jumps Momentum Uniform Flow UIEES-Grad.Varied Flow Standard Step method. Supplementary Notes Hydraulic Jumps

NASA Earth Observatory

Meander sungai Shenandoah 30 tahun pembentukan delta Saluran irigasi All-American

USBR: Saluran Irigasi All-American

Standing Waves
Energi Spesifik
Meander sungai

Latihan
Sedang dalam proses

S1 Reguler

2021: UTS-J1 J2 J3-Nilai 2020: Pengganti UAS Modul 1: Jawaban Modul 2: Resume Teori Modul 3: Jawaban Modul 4A: Jawaban Modul 4B: Jawaban 2020: UTS-J1 J2 J3-Nilai 2019: UTS-J1 J2 J3-Nilai 2018: UTS-J1 J2 J3-Nilai (+) 2018: UTS-J1 J2 J3-Nilai 2017: UTS-J1 J2 J3-Nilai (+) 2017: UTS-J1 J2 J3 J4-Nilai 2015: UTS-J1 J2-Nilai 2014: UTS-J1 J2-Nilai 2013: UTS-J1 J2 J3-Nilai 2012: UTS-J1 J2-Nilai 2011: UTS-Jawab-Nilai 2010: UTS-J1 J2-Nilai 2009: UTS-J1 J2-Nilai 2008: UTS-J1 J2 J3-Nilai 2007: UTS-J1 J2-Nilai 2006: UTS-J1 J2 J3-Nilai 2006: UTS-Jawab-Nilai

S1 Swadaya

2009: UTS-J1 J2-Nilai 2008: UTS-J1 J2-Nilai 2007: UTS-J1 J2 J3-Nilai 2005: UTS-Jawab-Nilai 2004: UTS-J1 J2-Nilai 2003: UTS-J1 J2 J3-Nilai

MPBA

2011: UAS-Jawab-Nilai 2010: UTS-J1 J2-Nilai 2009: UTS-J1 J2-Nilai 2008: UTS+-J1 J2 J3-Nilai 2008: UTS-J1 J2 J3-Nilai 2007: UAS-Jawab-Nilai 2006: UAS-J1 J2-Nilai 2005: UTS-J1 J2-Nilai 2004: UTS-J1 J2 J3-Nilai 2003: UTS-J1 J2 J3-Nilai 2002: UTS-J1 J2 J3-Nilai

Matrikulasi MPBA

2007: UAS-Jawab-Nilai

Berkas Asistensi

1985-04-13 UN UAJ-UII 1985-03-11 UN UAJ-UII 1985-01-09 UAS UII 1984-12-22 UAS-UAJ 1984-12-20 UAS-JTS 1984-12-12 UAS-UII 1984-11-24 UTS-JTS 1984-11-16 UAS-UAJ 1984-01-08 UAS-UII 1983-12-13 UAS-UAJ 1983-12-21 UAS-JTS 1983-12-11 UAS-UII 1983-11-26 UTS-JTS 1983-11-18 UAS-UAJ 1982-12-14 UAS-JTS 1982-07-02 UN-UAJ-UII 1982-03-13 UAS-JTS 1981-06-27 UAS-JTS 1980-00-00 UAS-UAJ 1978-06-22 UAS-JTS 1978-05-25 UAS-JTS

Arsip UAS PTS
1985: Universitas Janabadra

V Vertikal

V vert 01 V vert 02

Kekasaran Saluran

Colebrooke-White Komposit Manning Colebrooke-White

Profil Tersusun

Manning 01

Tampang Efisien

Tampang Efisien Conto soal: 01 02

Energi Spesifik

Pelebaran Subkritik (pdf) Subkritik E hilang Superkritik (pdf) Penurunan Subkritik (pdf) Superkritik (pdf) Penyempitan Subkritik (pdf) Subkritik E hilang Superkritik (pdf) Superkritik E hilang Peninggian Subkritik (pdf) Superkritik (pdf)

H Normal-Kritik

Trapesium (175 KB pdf) Trapesium m1-m2 (200 KB pdf) Lingkaran (185 KB pdf) Bendung 01 (160 KB pdf) Bendung 02 (260 KB pdf)

Loncat Air

Peredam Energi Jenis A (201KB pdf) Jenis A Hilir (202KB pdf) Jenis B (203KB pdf) Jenis C (203KB pdf) Jenis D (202KB pdf) Tabel Loncat Air Miring Pintu Air Terendam (174KB pdf) Bebas (174KB pdf) Tidak Terjadi (173KB pdf)

Integrasi Grafis

Trapesium Chezy: M3 C1 S1 S2 Manning: M1 M2 M3 C3 Lingkaran Chezy: M1 M2 M3 C1 C3 Manning: M1 M2 M3 C1 C3 Tabel Integrasi Grafis

Standard Step

Trapesium Chezy: M1 M2 C1 Manning: M1 M2 C1 Lingkaran Chezy: M1 M2 M3 Manning: M1 M2 S1 Metode Standard Step Computation of Gradually Varied Flow

Kumpulan: 01 02

Courses

Victor Miguel Ponce Homepage Engineering Hydrology About Contents Videos 01-Introduction 02-Hydrologic Principles 03-Hydrologic Measurements 04-Hydrology of Small Catchments 05-Hydrology of Midsize Catchments 06-Frequency Analysis 07-Regional Analysis 08-Reservoir Routing 09-Stream Channel Routing 10-Catchment Routing 11-Subsurface Water 12-Snow Hydrology 13-Catchment Modeling 14-Hydrologic Design Criteria 15-Sediment in Hydrologic Cycle Unit Conversions Appendix Solution Manual Open-channel Hydraulics About Contents Videos 01-Introduction 02-Properties of Open Channels 03-Energy and Momentum Principles 04-Critical Flow 05-Uniform Flow 06-Channel Design 07-Steady Gradually Varied Flow 08-Culvert Hydraulics 09-Steady Rapidly Varied Flow 10-Unsteady Gradually Varied Flow 11-Unsteady Rapidly Varied Flow Appendix Leeds Fluid Mechanics Hydrology-Hydraulics Hydraulics-Hydrology UTS Online Channel Hydraulics U. Washington: Nancy Brown

Penahan Air

Instant Water Barrier Rubber Dam Bridgestone HydroConstruct Curtis Wyoming RRC Obermeyerhydro Coon Rapids

Pintu Air

Canada gates Korean gates

Agencies

US Army Corps of Engineers US ACE Edu Center USBR Sedimentation Vicksburg WES US Geological Survey FEMA River engineering Risk analysis Water Engineering IIHR Focus Areas

Global River Discharge Database

Disclaimer
Basics-Karvonen

Main Page Basic Terms Uniform flow Non-uniform flow Turbulent, shear stress Velocity distribution Unvegetated Vegetated Floodplain Saint Venant Equations Simplification

UT Sydney Course

Home Contents Hydraulics Review Free Surface Hydraulics Rapidly Varied Critical Flow Channel Design Gradually Varied Surface Profiles Hydraulic Structures Presentation

Kekasaran

USGS: 01 02 03 www.engr.utk.edu www.utdallas.edu

Bendung Karet

Paper (Presentasi, pdf) Floecksmuehle Home Advantages Attachment system Regulating system Material Fin-flow deflector Project management References Bridgestone Home Design Installation Supply Contact Contents Other Products HydroConstruct Home Rubber Dam Operation Safety system Advant. to weirs Advant. to air-filled Contact Curtis Dam Home Motive? Traditional Approach Flashboard Relocation Crest Preparation Deep Span Piping Crest Panels Pier Forms Embedded Plate Layout Bladder Rollout Flashboard Removal in Service Peoples Wyoming Home Info Description Meetings Feedback Links BioHydro Courses Hydrology Mathematical Hydrology Hydrology Principles of flow Reynolds Number Densities and Viscosities How to Measure Flow How to Measure Flow Depth to Measure Flow Flow Profiles Channel Morphology Stage Channel Hydraulics Channel Hydraulics Discharge Discharge Energy Slope Froude Number Shear Stress Management All topics (ppt)

Teknik Sungai

Fluvial Channel Lecture 1 Lecture 2 Lecture 3 Lecture 4 Lecture 5 Lecture 6 USACE MVS Mississippi River Micro Modelling Introduction History The Problem The Solution Technology The Results Customer Environ. benefit Navigation Public Relations Reports & Awards The Future Env. River Eng. Geography History River Engineer Mississippi Today Meandering Eroding Banklines Sedimentation/Navigation Sedimentation/Biological Environments The Solutions Notched Dikes Stepped-up Dikes Revetments Revetments Chevron Dikes Notched Closure Hard Points The Results Costs The Future Bendway Weirs Narrowing Widths Accidents Flanking Through Bends Traffic Delays Maintenance Ice Jams Env Destruction Research and Design Possible Solutions Bendway Weirs Bendway Weirs vs. Dikes The Structure Results Environmental Benefits Future Applications Navigation Dike Inventory 005.2L - 014.5R 014.7R - 025.3L 025.3R - 035.1R 035.2L - 040.8R 041.4L - 052.3L 052.6L - 059.5R 059.6R - 063.4L 063.4R - 067.4R 067.5R - 072.9L 073.1R - 085.5L 085.6R - 095.8Rcht 96.2R - 102.6R 103.1L - 107.2R 107.4R - 113.2R 113.4R - 119.2R 119.3R - 124.2L 124.2R - 134.6L 134.8L - 140.5R 140.6L - 145.1R 145.2R - 151.8R 152.1L - 159.5L 159.7L - 166.2R 166.4R - 187.6L

Aquaculture

Contents Foreword Selection of Sites Hydrological Information Hydraulic Aspects Ecosystem Modelling Soils Engineering Designing Inland Fish Farms Plans and Cost and Tender Hydraulic Formulas Problems on Cat Clay Soils Organization and Supervision Fish Propagation Planning of Fish Hatcheries Raceways and Flow-Through Systems Freshwater Cage for Fish Recirculatig Systems Design of Pumping Stations Artificial Feeding Feed Production Mechanized Feeding Mechanized Harvesting Aeration and Oxygenation Maintenance of Fish Farms Fish Health Economic Aspects Appendix A Appendix B Appendix C Appendix D Appendix E