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

Indonesia (pdf)
English (pdf)
Singkat

Acara Perkuliahan
SAP/RPKPS

S1

2016 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 (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

Materi COVID-19

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

Materi Pendamping

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

Poster

Standing Waves
Energi Spesifik
Meander sungai

Tugas

Latihan
Sedang dalam proses

Arsip Ujian

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

Soal-Jawab

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

Acuan Online

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

Acuan Offline

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


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