TILTING FLUME AT HYDRAULICS LABORATORY OF INDIAN INSTITUTE OF

CHAPTER ONE INTRODUCTION THE MITCHELL TILTING PAD APPARATUS IS
青年学术论坛 题目：ΤTILTING FINITENESS OF TWOPOINT ALGEBRAS 报告人：王起博士 (大阪大学) 报告时间：2019年3月20日（星期三）下午1430至1530
MODIFICATIONS IN THE TILTING TEST PROPOSED FOR THE DETERMINATION

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RUNUP OF LONG WAVES GENERATED BY BOTTOMTILTING WAVE MAKER
TILTING AND HORIZONTAL MOVEMENT AT AND ACROSS THE NORTHERN
TILTING FLUME AT HYDRAULICS LABORATORY OF INDIAN INSTITUTE OF

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TILTING FLUME

AT HYDRAULICS LABORATORY OF INDIAN INSTITUTE OF SCIENCE

The tilting flume, described herein, is first of its kind in Asia Pacific region. It can be used to carry out advanced level experimental research in several areas of Hydraulics and Fluid mechanics, Modeling of Hydraulic Structures, Sediment-transport/River Mechanics, Ocean Engineering and Offshore Structures as well as in Environmental Hydraulics and Flow Measurements etc. It has a special feature of applying controlled amounts of seepage flow perpendicular to the sediment bed either in upward or downward directions. This facility can be used effectively to study the seepage flow phenomenon on hydrodynamic characteristics of sediment bed as well as the contaminant transport through soil structure. Also, it can be used for several R&D programs, teaching & training purposes to students, faculty, field engineers and researchers at various levels dealing with water and related subjects.

FUNDING AGENCY

Ministry of Water Resources, Government of India through Indian National Committee on Hydraulic Research, New Delhi

SPECIFICATIONS

Dimensions: L=28 x B=1.8 x D=1.0 meters

Structure: Steel with glass (toughened) walls

Range of Slope: +5% to –1%

Slope adjustment: by Jack & Pinion

Weight: 50 Tons

Discharge capacity: Up to 250 lit per sec

D/s collecting tank size: 8.5 x 2.9 x 2.0m

Power requirement: 200HP

Special Facilities: Seepage application through sand bed, Re-circulation facility with open and closed circuit

TILTING FLUMES IN THE WORLD

Sl no.	Tilting Flume Dimensions			Location
	Length (m)	Width (m)	Depth (m)
1	60.96	2.44	1.22	Dept of Civil Engg Colarado State University
2	40.70	2.00	1.00	Hyd Dept., National Labs of Civil Engg., Lisbon, Portugal
3	28.00	1.80	1.00	Indian Institute of Science, Banglore, India
4	76.20	1.80	0.91	Office of Surface Water Building 2101 Stennis Space Center, MS39529-6000(USA)
5	10.00	1.20	0.60	T. Blench Hydraulics Lab. University of Alberta
6	20.00	1.00	0.50	Office Of Surface Water Building 2101 Stennis Space Center, MS39529-6000(USA)
7	36.00	0.90	0.70	T. Blench Hydraulics Lab. University of Alberta

* Source: Internet/personal communications

AREAS OF RESEARCH,

TEACHING & TRAINING

Hydrodynamics & Fluid Mechanics

1. Hydrodynamics of underwater moving objects as well as floating objects

2. Energy, momentum & continuity principles and their applications

3. Boundary layer theory and Turbulence

Wave Hydrodynamics and Offshore Structures

1. Wave forces on offshore structures

2. Waves, Currents, Sediment transport and Beach protection

Free Surface Flows

1. Rigid boundary open-channel hydraulics

2. Spatially, Gradually & Rapidly varied flow

3. Accelerated/Decelerated and Steady flows

4. Velocity and Resistance distributions

5. Flood routing & Hydraulic jump

Model Studies - Hydraulic Structures & Flow Measurements

1. Spillways, bridge piers, culverts etc.

2. Broad and Sharp crested weirs

3. Dam break problem

River Engineering/ Sediment Transport Mechanics

1. Alluvial channel seepage and its effects on the stability of sediment bed

2. Stable alluvial channel design with and without seepage

3. Aggradation/Degradation – sediment erosion and deposition

4. River/Alluvial channel regime

5. Reservoir sedimentation/sediment routing

Environmental (Hydraulic) Engineering

1. Surface Aeration and Water quality

2. Diffusion & Dispersion problems

3. Contaminant transport through soil & water

R & D ACTIVITIES

1. Seepage through alluvial channels. Design of Stable Alluvial channels effected by seepage for irrigation and other purposes.

2. River/Alluvial channel regime; Free surface flows

3. Model studies on hydraulic structures like Spill ways, Scour around bridge piers, River Training works - intakes, spurs, dykes and bank protection works etc.

4. Flood and Sediment routing studies

5. Offshore structures and wave forces

6. Flow over submerged bodies

7. Water quality/Contaminant transport modeling

WHO WILL BE BENEFITED

1. Students, Research Scholars and Faculty of Academic and Research Institutes/Universities/ Colleges

2. For dissertation/thesis works leading to degrees and to carryout Research Projects/Schemes

3. R&D Organizations & Research Labs.

4. Training Institutes

5. Government and Private Departments and Industries dealing with Public works, Irrigation, Hydraulic structures, Water resources, Water supply and treatment etc.

---------------------------------------------13092004----

For more information Contact:

Dr. ARK Rao

Dept. of Civil Engineering

Indian Institute of Science

Bangalore-560012 (India)

Ph: 080 22932328, 23608123 Fax: 080 23600404

E-Mail: [email protected]

TILTING FLUME

@

Hydraulics Laboratory

Department of Civil Engineering

Indian Institute of Science

Bangalore – 560012 (India)

TILTING FLUME

AT HYDRAULICS LABORATORY OF INDIAN INSTITUTE OF SCIENCE

The tilting flume, described herein, is first of its kind in Asia Pacific region. It can be used to carry out advanced level experimental research in several areas of Hydraulics and Fluid mechanics, Modeling of Hydraulic Structures, Sediment-transport/River Mechanics, Ocean Engineering and Offshore Structures as well as in Environmental Hydraulics and Flow Measurements etc. It has a special feature of applying controlled amounts of seepage flow perpendicular to the sediment bed either in upward or downward directions. This facility can be used effectively to study the seepage flow phenomenon on hydrodynamic characteristics of sediment bed as well as the contaminant transport through soil structure. Also, it can be used for several R&D programs, teaching & training purposes to students, faculty, field engineers and researchers at various levels dealing with water and related subjects.

FUNDING AGENCY

Ministry of Water Resources, Government of India through Indian National Committee on Hydraulic Research, New Delhi

S N	Size of the Tilting Flume			Location
	Length (m)	Width (m)	Depth (m)
1	60.96	2.44	1.22	Dept of Civil Engg Colarado State University
2	40.70	2.00	1.00	Hyd Dept., National Labs of Civil Engg., Lisbon, Portugal
3	28.00	1.80	1.00	Indian Institute of Science, Banglore, India
4	76.20	1.80	0.91	Office of Surface Water Building 2101 Stennis Space Center,MS39529-6000(USA)
5	10.00	1.20	0.60	T. Blench Hydraulics Lab. University of Alberta
6	20.00	1.00	0.50	Office Of Surface Water Building 2101 Stennis Space Center, MS39529-6000(USA)
7	36.00	0.90	0.70	T. Blench Hydraulics Lab. University of Alberta
8	10.00	0.45	0.30	University Of Wales, School Of Ocean Sciences, Menai Bridge, Anglesey, LL59 5EY, (UK)

* Source: Internet

SPECIFICATIONS

Dimensions: L=28 x B=1.8 x D=1.0 meters

Structure: Steel with glass (toughened) walls

Adjustable Slope: +5% to –1% by Jack & Pinion

Weight: 50 Tons

Discharge capacity: Up to 250 lit per sec

D/s collecting tank size: 8.5 x 2.9 x 2.0m

Power requirement: 200HP

Special Facilities: Seepage application through sand bed, Re-circulation facility with open and closed circuit

TILTING FLUMES IN THE WORLD

AREAS OF RESEARCH,

TEACHING & TRAINING

Hydrodynamics & Fluid Mechanics

4. Hydrodynamics of underwater moving objects as well as floating objects

5. Energy, momentum & continuity principles and their applications

6. Boundary layer theory and Turbulence

Wave Hydrodynamics and Offshore Structures

3. Wave forces on offshore structures

4. Waves, Currents, Sediment transport and Beach protection

Free Surface Flows

6. Rigid boundary open-channel hydraulics

7. Spatially, Gradually & Rapidly varied flow

8. Accelerated/Decelerated and Steady flows

9. Velocity and Resistance distributions

10. Flood routing & Hydraulic jump

Model Studies - Hydraulic Structures & Flow Measurements

4. Spillways, bridge piers, culverts etc.

5. Broad and Sharp crested weirs

6. Dam break problem

River Engineering/ Sediment Transport Mechanics

6. Alluvial channel seepage and its effects on the stability of sediment bed

7. Stable alluvial channel design with and without seepage

8. Aggradation/Degradation – sediment erosion and deposition

9. River/Alluvial channel regime

10. Reservoir sedimentation/sediment routing

Environmental (Hydraulic) Engineering

4. Surface Aeration and Water quality

5. Diffusion & Dispersion problems

6. Contaminant transport through soil & water

R & D ACTIVITIES

8. Seepage through alluvial channels. Design of Stable Alluvial channels effected by seepage for irrigation and other purposes.

9. River/Alluvial channel regime; Free surface flows

10. Model studies on hydraulic structures like Spill ways, Scour around bridge piers, River Training works - intakes, spurs, dykes and bank protection works etc.,

11. Flood and Sediment routing studies

12. Offshore structures and wave forces

13. Flow over submerged bodies

14. Water quality/Contaminant transport modeling

WHO WILL BE BENEFITED

6. Students, Research Scholars and Faculty of Academic and Research Institutes/Universities/ Colleges

7. For dissertation/thesis works leading to degrees and to carryout Research projects/Schemes,

8. R&D Organizations & Research Labs.

9. Training Institutes

10. Government and Private Departments and Industries dealing with Public works, Irrigation, Hydraulic structures, Water resources, Water supply and treatment etc.

-----------------------------------------------------------

For more information Contact:

Dr. ARK Rao

Dept. of Civil Engineering

Indian Institute of Science

Bangalore-560012 (India)

Ph: 080 22932328, 23608123 Fax: 080 23600404

E-Mail: [email protected]

TILTING FLUME

@

Hydraulic Laboratory

Department of Civil Engineering

Indian Institute of Science

Bangalore - 560012

TILTING FLUME

AT HYDRAULICS LABORATORY OF INDIAN INSTITUTE OF SCIENCE

The tilting flume, described herein, is first of its kind in Asia Pacific region. It can be used to carry out advanced level experimental research in several areas of Hydraulics and Fluid mechanics, Modeling of Hydraulic Structures, Sediment-transport/River Mechanics, Ocean Engineering and Offshore Structures as well as in Environmental Hydraulics and Flow Measurements etc. It has a special feature of applying controlled amounts of seepage flow perpendicular to the sediment bed either in upward or downward directions. This facility can be used effectively to study the seepage flow phenomenon on hydrodynamic characteristics of sediment bed as well as the contaminant transport through soil structure. Also, it can be used for several R&D programs, teaching & training purposes to students, faculty, field engineers and researchers at various levels dealing with water and related subjects.

FUNDING AGENCY

Ministry of Water Resources, Government of India through Indian National Committee on Hydraulic Research, New Delhi

S N	Size of the Tilting Flume			Location
	Length (m)	Width (m)	Depth (m)
1	60.96	2.44	1.22	Dept of Civil Engg Colarado State University
2	40.70	2.00	1.00	Hyd Dept., National Labs of Civil Engg., Lisbon, Portugal
3	28.00	1.80	1.00	Indian Institute of Science, Banglore, India
4	76.20	1.80	0.91	Office of Surface Water Building 2101 Stennis Space Center,MS39529-6000(USA)
5	10.00	1.20	0.60	T. Blench Hydraulics Lab. University of Alberta
6	20.00	1.00	0.50	Office Of Surface Water Building 2101 Stennis Space Center, MS39529-6000(USA)
7	36.00	0.90	0.70	T. Blench Hydraulics Lab. University of Alberta
8	10.00	0.45	0.30	University Of Wales, School Of Ocean Sciences, Menai Bridge, Anglesey, LL59 5EY, (UK)

* Source: Internet

SPECIFICATIONS

Dimensions: L=28 x B=1.8 x D=1.0 meters

Structure: Steel with glass (toughened) walls

Adjustable Slope: +5% to –1% by Jack & Pinion

Weight: 50 Tons

Discharge capacity: Up to 250 lit per sec

D/s collecting tank size: 8.5 x 2.9 x 2.0m

Power requirement: 200HP

Special Facilities: Seepage application through sand bed, Re-circulation facility with open and closed circuit

TILTING FLUMES IN THE WORLD

AREAS OF RESEARCH,

TEACHING & TRAINING

Hydrodynamics & Fluid Mechanics

7. Hydrodynamics of underwater moving objects as well as floating objects

8. Energy, momentum & continuity principles and their applications

9. Boundary layer theory and Turbulence

Wave Hydrodynamics and Offshore Structures

5. Wave forces on offshore structures

6. Waves, Currents, Sediment transport and Beach protection

Free Surface Flows

11. Rigid boundary open-channel hydraulics

12. Spatially, Gradually & Rapidly varied flow

13. Accelerated/Decelerated and Steady flows

14. Velocity and Resistance distributions

15. Flood routing & Hydraulic jump

Model Studies - Hydraulic Structures & Flow Measurements

7. Spillways, bridge piers, culverts etc.

8. Broad and Sharp crested weirs

9. Dam break problem

River Engineering/ Sediment Transport Mechanics

11. Alluvial channel seepage and its effects on the stability of sediment bed

12. Stable alluvial channel design with and without seepage

13. Aggradation/Degradation – sediment erosion and deposition

14. River/Alluvial channel regime

15. Reservoir sedimentation/sediment routing

Environmental (Hydraulic) Engineering

7. Surface Aeration and Water quality

8. Diffusion & Dispersion problems

9. Contaminant transport through soil & water

R & D ACTIVITIES

15. Seepage through alluvial channels. Design of Stable Alluvial channels effected by seepage for irrigation and other purposes.

16. River/Alluvial channel regime; Free surface flows

17. Model studies on hydraulic structures like Spill ways, Scour around bridge piers, River Training works - intakes, spurs, dykes and bank protection works etc.,

18. Flood and Sediment routing studies

19. Offshore structures and wave forces

20. Flow over submerged bodies

21. Water quality/Contaminant transport modeling

WHO WILL BE BENEFITED

11. Students, Research Scholars and Faculty of Academic and Research Institutes/Universities/ Colleges

12. For dissertation/thesis works leading to degrees and to carryout Research projects/Schemes,

13. R&D Organizations & Research Labs.

14. Training Institutes

15. Government and Private Departments and Industries dealing with Public works, Irrigation, Hydraulic structures, Water resources, Water supply and treatment etc.

-----------------------------------------------------------

For more information Contact:

Dr. ARK Rao

Dept. of Civil Engineering

Indian Institute of Science

Bangalore-560012 (India)

Ph: 080 22932328, 23608123 Fax: 080 23600404

E-Mail: [email protected]

TILTING FLUME

@

Hydraulic Laboratory

Department of Civil Engineering

Indian Institute of Science

Bangalore – 560012

TILTING FLUME

AT HYDRAULICS LABORATORY OF INDIAN INSTITUTE OF SCIENCE

The tilting flume, described herein, is first of its kind in Asia Pacific region. It can be used to carry out advanced level experimental research in several areas of Hydraulics and Fluid mechanics, Modeling of Hydraulic Structures, Sediment-transport/River Mechanics, Ocean Engineering and Offshore Structures as well as in Environmental Hydraulics and Flow Measurements etc. It has a special feature of applying controlled amounts of seepage flow perpendicular to the sediment bed either in upward or downward directions. This facility can be used effectively to study the seepage flow phenomenon on hydrodynamic characteristics of sediment bed as well as the contaminant transport through soil structure. Also, it can be used for several R&D programs, teaching & training purposes to students, faculty, field engineers and researchers at various levels dealing with water and related subjects.

FUNDING AGENCY

Ministry of Water Resources, Government of India through Indian National Committee on Hydraulic Research, New Delhi

S N	Size of the Tilting Flume			Location
	Length (m)	Width (m)	Depth (m)
1	60.96	2.44	1.22	Dept of Civil Engg Colarado State University
2	40.70	2.00	1.00	Hyd Dept., National Labs of Civil Engg., Lisbon, Portugal
3	28.00	1.80	1.00	Indian Institute of Science, Banglore, India
4	76.20	1.80	0.91	Office of Surface Water Building 2101 Stennis Space Center,MS39529-6000(USA)
5	10.00	1.20	0.60	T. Blench Hydraulics Lab. University of Alberta
6	20.00	1.00	0.50	Office Of Surface Water Building 2101 Stennis Space Center, MS39529-6000(USA)
7	36.00	0.90	0.70	T. Blench Hydraulics Lab. University of Alberta
8	10.00	0.45	0.30	University Of Wales, School Of Ocean Sciences, Menai Bridge, Anglesey, LL59 5EY, (UK)

* Source: Internet

SPECIFICATIONS

Dimensions: L=28 x B=1.8 x D=1.0 meters

Structure: Steel with glass (toughened) walls

Adjustable Slope: +5% to –1% by Jack & Pinion

Weight: 50 Tons

Discharge capacity: Up to 250 lit per sec

D/s collecting tank size: 8.5 x 2.9 x 2.0m

Power requirement: 200HP

Special Facilities: Seepage application through sand bed, Re-circulation facility with open and closed circuit

TILTING FLUMES IN THE WORLD

Department of Civil Engineering, IISc.

INVITATION

You are cordially invited to attend the Inauguration function of The Tilting Flume Facility

at Hydraulics Laboratory, Department of Civil Engineering on

Friday 10^th September 2004 at 9.40 AM

Professor Goverdhan Mehta, Director,

Indian Institute of Science has kindly consented to Inaugurate The Tilting Flume Facility

And

Professor M L Munjal, Chairman, Division of

Mechanical Sciences has kindly agreed to preside over the function

Dr. ARK Rao Prof. BK Raghu Prasad

(Chairman)

Programme Venue: Golden Jubilee Seminar Hall, Dept. of Civil Engg., 9.40 am: Welcome by Prof. B K Raghu Prasad, Chairman, Civil Engg., Dept. 9.45 am: Release of Brochure on Tilting Flume by Prof. Goverdhan Mehta, Director 9.50 am: A brief presentation on the features of Tilting Flume by Dr. ARK Rao 9.55 am: Presidential remarks by Prof. M L Munjal, Chairman, Div. of Mech. Sci. 10.00 am: Director’s Remarks Venue: Hydraulics Laboratory, Dept. of Civil Engg., 10.10 am: Inauguration of the Tilting Flume Facility, to be declared open by Prof. Goverdhan Mehta, Director, IISc 10.15 am: Switching on the pumps by Prof. M L Munjal, Chairman Div, of Mech. Sci. 10.20 am: Vote of Thanks by Prof. D Nagesh Kumar, Convener, Hydraulics Group 10.25 am: High Tea

Department of Civil Engineering, IISc.

INVITATION

You are cordially invited to attend the Inauguration function of The Tilting Flume Facility

at Hydraulics Laboratory, Department of Civil Engineering on

Friday 10^th September 2004 at 9.40 AM

Professor Goverdhan Mehta, Director,

Indian Institute of Science has kindly consented to Inaugurate The Tilting Flume Facility

And

Professor M L Munjal, Chairman, Division of

Mechanical Sciences has kindly agreed to preside over the function

Dr. ARK Rao Prof. BK Raghu Prasad

(Chairman)

Programme Venue: Golden Jubilee Seminar Hall, Dept. of Civil Engg., 9.40 am: Welcome by Prof. B K Raghu Prasad, Chairman, Civil Engg., Dept. 9.45 am: Release of Brochure on Tilting Flume by Prof. Goverdhan Mehta, Director 9.50 am: A brief presentation on the features of Tilting Flume by Dr. ARK Rao 9.55 am: Presidential remarks by Prof. M L Munjal, Chairman, Div. of Mech. Sci. 10.00 am: Director’s Remarks Venue: Hydraulics Laboratory, Dept. of Civil Engg., 10.10 am: Inauguration of the Tilting Flume Facility, to be declared open by Prof. Goverdhan Mehta, Director, IISc 10.15 am: Switching on the pumps by Prof. M L Munjal, Chairman Div, of Mech. Sci. 10.20 am: Vote of Thanks by Prof. D Nagesh Kumar, Convener, Hydraulics Group 10.25 am: High Tea

Department of Civil Engineering, IISc.

INVITATION

You are cordially invited to attend the

Inauguration function of The Tilting Flume Facility

at Hydraulics Laboratory, Department of Civil Engineering on

Friday 10^th September 2004 at 9.40 AM

Professor Goverdhan Mehta, Director,

Indian Institute of Science has kindly consented to Inaugurate The Tilting Flume Facility

And

Professor M L Munjal, Chairman, Division of

Mechanical Sciences has kindly agreed to preside over the function

Dr. ARK Rao Prof. BK Raghu Prasad

(Chairman)

Programme Venue: Golden Jubilee Seminar Hall, Dept. of Civil Engg., 9.40 am: Welcome by Prof. B K Raghu Prasad, Chairman, Civil Engg., Dept. 9.45 am: Release of Brochure on Tilting Flume by Prof. Goverdhan Mehta, Director 9.50 am: A brief presentation on the features of Tilting Flume by Dr. ARK Rao 9.55 am: Presidential remarks by Prof. M L Munjal, Chairman, Div. of Mech. Sci. 10.00 am: Director’s Remarks Venue: Hydraulics Laboratory, Dept. of Civil Engg., 10.10 am: Inauguration of the Tilting Flume Facility, to be declared open by Prof. Goverdhan Mehta, Director, IISc 10.15 am: Switching on the pumps by Prof. M L Munjal, Chairman Div, of Mech. Sci. 10.20 am: Vote of Thanks by Prof. D Nagesh Kumar, Convener, Hydraulics Group 10.25 am: High Tea

Tags: flume at, tilting flume, institute, tilting, flume, laboratory, hydraulics, indian

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