SEMESTER LESSON PLANS (RPS) Study Program : Course Name : CLOSED CHANNEL HYDRAULICS Course Name Code : TKP4113 Semester : Uneven Credits : 2 credits (W/P) Lecturer : 1. Ir. DwiPriyantoro, MS 2. Ir. HariPrasetijo, MT 3. Ir. HeriSupriyanto, nms 4. Ir. M. JanuIsmoyo, MT 5. Dian Sisinggih, ST, MT, PhD. 6. Dr. Very Darmawan, ST, MT 7. Prima HadiWicaksono, ST, MT 8. Ir. SujatmokoAmali No Main Subject Learning Method Time Learning Outcomes Evaluation Task 1 Description of the flow through the pipeline: - Students know the description of flow - The flow rate in the pipe through the - The condition of the flow pipeline: in the pipe - The flow rate in - Kinematic viscosity and the pipe absolute viscosity - The condition of the flow in the pipe - - - Kinematic viscosity and absolute viscosity - Students
2 Head of Energy and Major Head Loss: Energy on the flow in the pipe - Bernoulli equation - Continuity Equation - Loss of energy due to friction along the pipe - Equation Darcy- Weisbach - Friction factor f in round pipe 3 Empirical equation on the flow in the pipeline: - Hazen-Williams equations, diagrams Hazen-Williams coefficient Hzen-Williams understand and Major Head of Energy Head Loss: - Energy on the flow in the pipe - Bernoulli equation - Continuity Equation - Loss of energy due to friction along the pipe - Equation Darcy- Weisbach - Friction factor f in round pipe - the empirical equation on the flow in the pipeline: - Hazen-Williams equations, diagrams
- Manning Equation, diagrams Manning, Manning Coefficient - - 4 Loss of height Minor (Minnor Head Loss): - Loss of height due to downsizing - Loss of height due to enlargement - Loss of height due to the bend - Loss of height through the valve - 5 Hydraulic Phenomena in piping systems: - Flow in a pipe that connects the two pieces of tank with water level difference of H pipe above the HGL and EGL - 6 Hydraulic Phenomena in piping systems: - System pipe series - Hazen-Williams coefficient Hzen- Williams - Manning Equation, diagrams Manning, Manning Coefficient the loss of high- Minor (Minnor Head Loss): - Loss of height due to downsizing - Loss of height due to enlargement - Loss of height due to the bend - Loss of height through the valve the phenomenon of Hydraulic piping systems: - Flow in a pipe that connects the two pieces of tank with water level difference of H pipe above the HGL and EGL Students Hydraulic Phenomena in piping systems: - System pipe series
7 Hydraulic Phenomena in Piping systems: the phenomenon of - Parallel pipeline system Hydraulic piping - systems: - - Parallel pipeline system 8 Materi lecture 1 s.d 8 Kuis I 9 Branched pipe system: - The system of three the branched pipeline reservoirs system: - - System three 10 branched pipe system: - System of four tendons - tendons the branched pipe system: - - System of four tendons 11 Nets pipeline: - High balance method (method hardy-cross) - 12 Blows Air (Water Hammer): - Equation Particle Motion (Newton's Law II) - Modulus of elasticity Ep water - Modulus of elasticity of the pipe wall Eb - Modulus of elasticity mix between Ep and Eb Nets pipeline: - High balance method (method hardy-cross) Blows Air (Water Hammer): - Equation Particle Motion (Newton's Law II) - Modulus of elasticity Ep water - Modulus of elasticity of the pipe
- The speed of the pressure wave propagation in the pipeline - The spread of the pressure wave along the pipe - Pressure blow water - 13 Pump : - High static - High total - Loss of height major and minor - Efficiency and power pumps - 14 Turbine: - High Kotor - High-effective - Loss of height major and minor - Efficiency and power pumps - - 15 Course from 9 meeting to 15 BobotPenilaian :NA=20% Tugas + 15% Kuis I + 15% Kuis II + 50 % UAS wall Eb - Modulus of elasticity mix between Ep and Eb - The speed of the pressure wave propagation in the pipeline - The spread of the pressure wave along the pipe - Pressure blow water the Pump: - High static - High total - Loss of height major and minor - Efficiency and power pumps Turbine: - High Kotor - High-effective - Loss of height major and minor - Efficiency and power pumps Quis II Final Exam
Refrences : 1. Amalia, Sujatmoko, 1989, Hidrolika I malang : Fakultas Teknik Universitas Brawijaya. 2. Dake J.M.K, Endang P. Tachyan, dan Y.P Pengaribuan, 1983, Hidrolika Teknik, Edisi II, Jakarta : Erlangga. 3. Priyantoro, Dwi, 1991, Hidrolika, Malang : Fakultas Teknik Universitas Brawijaya. 4. Ronald V. Giles, Herman Widodo Soemitro, 1990, Mekanika Fluida dan Hidrolika, Seri buku Schaum Teori dan soal-soal, S. I. Metrik, Jakarta : Erlangga. 5. Anggraahini, 1986, Soal-Jawab Hidrolika, Surabaya : Fakultas Teknik Sipil dan Perencanaan Institut Sepuluh November.