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8/3/2019 WR-2009 SET2
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Set No. 1
Code No: V3204/R07
III B. Tech II Semester Regular Examinations, April/ May 201
WATER RESOURCES ENGINEERING- II
(Civil Engineering)
Time: 3 hours
Answer any FIVE QuestionsAll Questions carry equal marks
*****
Max Marks: 80
1. (a) What are the main causes of failure of weirs on permeable foundation, and what remedies
would you suggest to prevent them
(b) The cross section of a wear is shown in fig 1.calculate (i) uplift pressure at point A
and E, (ii) Thickness of concrete apron at point B, (iii) Exit gradient. Use Khorlas curves.
Fig :1
2. (a) What is meant by canal drop? Why are canal drops constructed in a canal system?
(b) Draw a neat sketch of syphon well drop and explain briefly its componen ts.
3. What is meant by the terms flexibility, proportionality, setting and sensitivity as
applied to modules. Derive equation for them and discuss relation between these terms.
4. (a)What are the different types of cross drainage works that are necessary on a canal alignment?
State briefly the conditions under which each one in used.
(b)Explain the method of fixation of water way of drain in an aqueduc
t.
5. (a)Explain how would you determine safe yield from a reservers of a given capacity?
(b)Classify various types of dams.
6. Fig (2) Show the section of gravity dams built of concrete. Calculate (neglect earthquake effect).
i. The maximum vertical stress at the heel and toe of the dam.
ii. The major principal stress at the toe of the dam.
iii. The intensity of shear stress on a horizontal plane near the toe.
Assume weight of concrete =2.4 tones /cu.m
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Set No. 1
Sub Code: V3204/R07
7. (a)Explain the method of plotting phereatic line for an earth dam with a horizontal filter at
downstream.
(b)Explain with the help of a sketch, the components of a zoned embankment dam.
8. a) Explain with the help of a sketch, the components and working of a Tainter gate.
(b)Briefly describe an Ogee Spillway.
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8/3/2019 WR-2009 SET2
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Set No. 2
Sub Code: V3204/R07
III B. Tech II Semester Regular Examinations, April/ May 2011
WATER RESOURCES ENGINEERING- II
(Civil Engineering)
Time: 3 hours Max Marks: 80
Answer any FIVE Questions
All Questions carry equal marks
*****
1. (a)Describe in brief various types of weirs. Distinguish clearly between weir and barrage.
(b)Using Khoslas curves, determine the following for the apron shown in fig (i)
Fig 1
(i)Uplift pressure at points E, D, C, E1, and D1.
(ii) Exist gradient Neglect the effect of thickness of the floor.
2. (a)Explain the procedure of designing Sarda type fall?
(b)Write a short note on notch fall.
3. (a)What is meant by canal regulation and what are the different canal regulation works?
(b)What are modules? What are requirement of good module?
4. (a)Give Blighs approximate method of determining uplift pressure under the floor of a cross
drainage work.
(b)What do you understand by level crossing?
5. (a)Discuss in brief merits and demerits of various types of dam.
(b)What do you understand by mass inflow curve how is it prepared.
6. (a)Design the practical profile of a gravity dam of stone masonry, given the following data:
RL of base of dam =1250 m
RL of H.F.L =1280 m
Specific gravity of masonry =2.4
Safe compressive stress for, masonry of dam =120 t/m2
(b)Discuss in brief various modes of farlure of a gravity dam.
7. (a) Discus in brief the causes of farlure of earth dams.
(b)What are the different types of earth dams that are usually adop ted?
8. (a)Enumerate the different types of spillways
(b)Write a note on U.S.B.R drum gate.
1 of 1
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Set No. 3
Sub Code: V3204/R07
III B. Tech II Semester Regular Examinations, April/ May 2011
WATER RESOURCES ENGINEERING- II
(Civil Engineering)
Time: 3 hours Max Marks: 80
Answer any FIVE QuestionsAll Questions carry equal marks
*****
1. (a)Write short note on the following (i) fish ladder,(ii)divide wall,(iii)under sluice.
(b)The cross-section of weir is shown in fig1
Calculate (i) uplift pressure at point A and E, (ii) Thickness of concrete apron at point
B,(iii)exit gradient. Use Kholas curves.
Fig :1
2. (a)Explain the procedure of designing straight glacis fall.
(b)What is Cistern element in fall.
3. What is meant by the terms flexibility, proportionality, setting and sensitivity as
applied to modules .Derive equation for them and discuss relation between these terms.
4. (a)What are the different types of cross drainage works that are necessary on a canalalignment? Stat briefly the conditions under which each one in used.
(b)Explain the method of fixation of water way of drain in an aqueduct.
5. (a) Discuss with a neat sketch, the various storage zones of a dam reservoir.
(b)Discuss, with illustrations the selection of type of dam.
6. (a)Explain the method of determining principal and shear stresses in a gravity dam.
(b)Give a practical profile of a low gravity dam.
7. For the earth dam of homogeneous section with a horizontal filter as shown in fig 2below, draw the top flow line. If the coefficient of permeability of the soil material used
in the dam is 5X10-4
cm/sec, find the seepage flow per unit length of dam.
1 of 2
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Set No. 3
Sub Code: V3204/R07
8.(a)Explain with the help of a sketch, the components and working of a Tainter gate.
(b)Briefly describe an Ogee Spillway
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Set No. 4
Sub Code: V3204/R07
III B. Tech II Semester Regular Examinations, April/ May 2011
WATER RESOURCES ENGINEERING- II
(Civil Engineering)
Time: 3 hours Max Marks: 80
Answer any FIVE QuestionsAll Questions carry equal marks
*****
1. (a) What do you understand by slit extractor and silt ejector?
(b)Using Khoslas curves, determine the following for the apron shown in fig (1)
2. Explain the procedure of designing of Trapezoidal notch fall.
(b)Write a short note on Montague type fall?
3. (a)Enumerate the different type of outlets which are in common use on canal projects.
(b)Describe the necessity and functioning of a Distributary head regulator and a cross
regulator in a canal projest.
4. (a)Give Blighs approximate method of determining uplift pressure under the floor of across drainage work.
(b)What do you understand by level crossing?
5. (a)What do you understand by demand curve? Explain the method of calculating reservoir
capacity for a specified yield, from the mass inflow curve.
(b)What are the factors on which selection of site for a dam depends?
6. What do you understand by the elementary profile of a gravity dam, ?Derive expression
for determining base width of such a dam based on (i)Stress criterion ,(II)Sliding
criterion.
7. Fig (2) shows a homogeneous earth dam. Calculate the seepage per meter length, through
the body of the dam. Coefficient of permeability of the dam material may be taken as
8X10-3
cm/sec.
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Set No. 4
Sub Code: V3204/R07
8. (a)Enumerate the different types of spillways.
(b)Write a note U.S.B.R drum gate.
2 of 2
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8/3/2019 WR-2009 SET2
12/18
Set No. 1
Code No: V3204/R07
III B. Tech II Semester Regular Examinations, April/ May 201
WATER RESOURCES ENGINEERING- II
(Civil Engineering)
Time: 3 hours
Answer any FIVE QuestionsAll Questions carry equal marks
*****
Max Marks: 80
1. (a) What are the main causes of failure of weirs on permeable foundation, and what remedies
would you suggest to prevent them
(b) The cross section of a wear is shown in fig 1.calculate (i) uplift pressure at point A
and E, (ii) Thickness of concrete apron at point B, (iii) Exit gradient. Use Khorlas curves.
Fig :1
2. (a) What is meant by canal drop? Why are canal drops constructed in a canal system?
(b) Draw a neat sketch of syphon well drop and explain briefly its componen ts.
3. What is meant by the terms flexibility, proportionality, setting and sensitivity as
applied to modules. Derive equation for them and discuss relation between these terms.
4. (a)What are the different types of cross drainage works that are necessary on a canal alignment?
State briefly the conditions under which each one in used.
(b)Explain the method of fixation of water way of drain in an aqueduc
t.
5. (a)Explain how would you determine safe yield from a reservers of a given capacity?
(b)Classify various types of dams.
6. Fig (2) Show the section of gravity dams built of concrete. Calculate (neglect earthquake effect).
i. The maximum vertical stress at the heel and toe of the dam.
ii. The major principal stress at the toe of the dam.
iii. The intensity of shear stress on a horizontal plane near the toe.
Assume weight of concrete =2.4 tones /cu.m
1 of 2
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.com
8/3/2019 WR-2009 SET2
13/18
Set No. 1
Sub Code: V3204/R07
7. (a)Explain the method of plotting phereatic line for an earth dam with a horizontal filter at
downstream.
(b)Explain with the help of a sketch, the components of a zoned embankment dam.
8. a) Explain with the help of a sketch, the components and working of a Tainter gate.
(b)Briefly describe an Ogee Spillway.
2 of 2
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8/3/2019 WR-2009 SET2
14/18
Set No. 2
Sub Code: V3204/R07
III B. Tech II Semester Regular Examinations, April/ May 2011
WATER RESOURCES ENGINEERING- II
(Civil Engineering)
Time: 3 hours Max Marks: 80
Answer any FIVE Questions
All Questions carry equal marks
*****
1. (a)Describe in brief various types of weirs. Distinguish clearly between weir and barrage.
(b)Using Khoslas curves, determine the following for the apron shown in fig (i)
Fig 1
(i)Uplift pressure at points E, D, C, E1, and D1.
(ii) Exist gradient Neglect the effect of thickness of the floor.
2. (a)Explain the procedure of designing Sarda type fall?
(b)Write a short note on notch fall.
3. (a)What is meant by canal regulation and what are the different canal regulation works?
(b)What are modules? What are requirement of good module?
4. (a)Give Blighs approximate method of determining uplift pressure under the floor of a cross
drainage work.
(b)What do you understand by level crossing?
5. (a)Discuss in brief merits and demerits of various types of dam.
(b)What do you understand by mass inflow curve how is it prepared.
6. (a)Design the practical profile of a gravity dam of stone masonry, given the following data:
RL of base of dam =1250 m
RL of H.F.L =1280 m
Specific gravity of masonry =2.4
Safe compressive stress for, masonry of dam =120 t/m2
(b)Discuss in brief various modes of farlure of a gravity dam.
7. (a) Discus in brief the causes of farlure of earth dams.
(b)What are the different types of earth dams that are usually adop ted?
8. (a)Enumerate the different types of spillways
(b)Write a note on U.S.B.R drum gate.
1 of 1
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8/3/2019 WR-2009 SET2
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Set No. 3
Sub Code: V3204/R07
III B. Tech II Semester Regular Examinations, April/ May 2011
WATER RESOURCES ENGINEERING- II
(Civil Engineering)
Time: 3 hours Max Marks: 80
Answer any FIVE QuestionsAll Questions carry equal marks
*****
1. (a)Write short note on the following (i) fish ladder,(ii)divide wall,(iii)under sluice.
(b)The cross-section of weir is shown in fig1
Calculate (i) uplift pressure at point A and E, (ii) Thickness of concrete apron at point
B,(iii)exit gradient. Use Kholas curves.
Fig :1
2. (a)Explain the procedure of designing straight glacis fall.
(b)What is Cistern element in fall.
3. What is meant by the terms flexibility, proportionality, setting and sensitivity as
applied to modules .Derive equation for them and discuss relation between these terms.
4. (a)What are the different types of cross drainage works that are necessary on a canalalignment? Stat briefly the conditions under which each one in used.
(b)Explain the method of fixation of water way of drain in an aqueduct.
5. (a) Discuss with a neat sketch, the various storage zones of a dam reservoir.
(b)Discuss, with illustrations the selection of type of dam.
6. (a)Explain the method of determining principal and shear stresses in a gravity dam.
(b)Give a practical profile of a low gravity dam.
7. For the earth dam of homogeneous section with a horizontal filter as shown in fig 2below, draw the top flow line. If the coefficient of permeability of the soil material used
in the dam is 5X10-4
cm/sec, find the seepage flow per unit length of dam.
1 of 2
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8/3/2019 WR-2009 SET2
16/18
Set No. 3
Sub Code: V3204/R07
8.(a)Explain with the help of a sketch, the components and working of a Tainter gate.
(b)Briefly describe an Ogee Spillway
2 of 2
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8/3/2019 WR-2009 SET2
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Set No. 4
Sub Code: V3204/R07
III B. Tech II Semester Regular Examinations, April/ May 2011
WATER RESOURCES ENGINEERING- II
(Civil Engineering)
Time: 3 hours Max Marks: 80
Answer any FIVE QuestionsAll Questions carry equal marks
*****
1. (a) What do you understand by slit extractor and silt ejector?
(b)Using Khoslas curves, determine the following for the apron shown in fig (1)
2. Explain the procedure of designing of Trapezoidal notch fall.
(b)Write a short note on Montague type fall?
3. (a)Enumerate the different type of outlets which are in common use on canal projects.
(b)Describe the necessity and functioning of a Distributary head regulator and a cross
regulator in a canal projest.
4. (a)Give Blighs approximate method of determining uplift pressure under the floor of across drainage work.
(b)What do you understand by level crossing?
5. (a)What do you understand by demand curve? Explain the method of calculating reservoir
capacity for a specified yield, from the mass inflow curve.
(b)What are the factors on which selection of site for a dam depends?
6. What do you understand by the elementary profile of a gravity dam, ?Derive expression
for determining base width of such a dam based on (i)Stress criterion ,(II)Sliding
criterion.
7. Fig (2) shows a homogeneous earth dam. Calculate the seepage per meter length, through
the body of the dam. Coefficient of permeability of the dam material may be taken as
8X10-3
cm/sec.
1 of 2
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8/3/2019 WR-2009 SET2
18/18
Set No. 4
Sub Code: V3204/R07
8. (a)Enumerate the different types of spillways.
(b)Write a note U.S.B.R drum gate.
2 of 2
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