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Hidraulika Saluran Terbuka
Disclaimer
Data Dosen (Kartu Nama)
Curriculum Vitae

Indonesia (pdf)
English (pdf)
Singkat

Acara Perkuliahan
SAP/RPKPS

S1

2013
2009

MPBA

2009a
2009b

Materi Utama

Topik Kuliah
Jadual Kuliah
Buku Acuan
OHP Slide:

00-11 12-19 20-23
24-30 31-40 41-48
Lengkap (20,5MB rar, flip)

Pendahuluan (swf pdf)
Koef. Koreksi (swf pdf)
Colebrook-White (swf pdf)
Kekasaran Komposit (swf pdf)
Profil Susun (swf pdf)
Energi (swf pdf)
Masalah Lapang (swf pdf)
Profil Muka Air:

Bresse's Backwater Function
Elemen Geometrik Lingkaran
Algoritma Profil Muka Air

Ikhtisar rumus

Materi Pendamping

Non Uniform Flow

Bendung
Sungai alami di Indonesia
Pengukuran sungai (URL)
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

Loncat Air

Itaipu Dam
Simulasi Numerik
Simulasi fisik
Jenis Loncat Air

Gerusan

Erosi Jembatan

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

Poster

Standing Waves
Energi Spesifik
Meander sungai

Tugas

Latihan
Sedang dalam proses

Arsip Ujian

S1 Reguler

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

Soal-Jawab

V Vertikal

V vert 01
V vert 02

Kekasaran Saluran

Colebrooke-White
Komposit

Manning
Colebrooke-White

Profil Tersusun

Manning 01

Tampang Efisien

Trapesium
Persegi Panjang

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
Lingkaran
Bendung 01 (160 Kb pd)

Loncat Air

Sempurna
Terendam

Integrasi Grafis

Trapesium

Chezy
Manning

Lingkaran

Chezy
Manning

Tabel Integrasi Grafis

Standard Step

Trapesium

Chezy
Manning

Lingkaran

Chezy
Manning

Kumpulan:
01 02

Acuan Online

Courses

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

Acuan Offline

Disclaimer
Basics-Karvonen

Main Page
Basic Terms
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UT Sydney Course

Home
Contents
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Surface Profiles
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Presentation

Kekasaran

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

Ukur Debit

Univ of Florida
USBR
Fluvial River

Bendung Karet

Paper (Presentasi, pdf)
Floecksmuehle

Home
Advantages
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References

Bridgestone

Home
Design
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Contents
Other Products

HydroConstruct

Home
Rubber Dam
Operation
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Contact

Curtis Dam

Home
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in Service
Peoples

Wyoming

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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


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