paper / subject code: 42004 / environmental engineering
TRANSCRIPT
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Q. P. Code : 40173
Page 1 of 2
(3 Hours) (Total Marks: 80)
N.B: (1) Question no. 1 is compulsory.
(2) Attempt any three questions out of five questions.
(3) Assume suitable data wherever required and state it clearly.
1. Attempt any four of the following 20
(a) Explain oxygen sag curve.
(b) Give the differences between aerobic and anaerobic processes.
(c) Draw a flow sheet for conventional sewage treatment plant.
(d) Write a short note on BOD.
(e) Prove that 50 dB + 50 dB ≠ 100 dB.
2. (a) Design the dimensions of a septic tank for a colony of 200 persons provided
with an assured water supply from the municipal head-works at a rate of 100
liters per person per day. Assume any data if required.
10
(b) Differentiate between primary and secondary pollutants. Write a note on air
pollution caused by automobiles and its control. 10
3. (a) Calculate the discharge of 1.0m circular sewer laid at a slope of 1 in 500,
When it is running half full. Assume n in manning’s formula as 0.011. Draw a
figure of partially filled circular sewer section.
10
(b) Explain the process mechanism of ASP with neat sketch. 10
4. (a) The 5 day 300C BOD of a sewage sample is 110 mg/lit. Calculate its 5 day
200C BOD. Assume KD=0.10 per day. 10
(b) Explain any two sewer appurtenances with neat sketches. 10
5. (a) Enlist different types of traps in plumbing. Explain any two with neat
sketches? 10
(b) Determine the size of high rate trickling filter for following data:
I) Flow = 4.5 MLD II) BOD5 of raw sewage = 250 mg/lit
III) Recirculation ratio = 1.4 IV) BOD removed in primary Clarifier = 25%
V) Final effluent BOD desired = 50 mg/lit
10
Paper / Subject Code: 42004 / Environmental Engineering- II
9D52F0F6A8FDAEC3592C92691203277B
1T00617 / B.E. (Civil) (REV. -2012)(CBSGS)SEMESTER -VII / 42004 / Environmental Engineering- II
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Q. P. Code : 40173
Page 2 of 2
*********************
6. Write short note on (any four) 20
a) Sewage sickness
b) Crown corrosion
c) Combined & separate system of sewerage.
d) Oxidation pond
e) Population Equivalent.
Paper / Subject Code: 42004 / Environmental Engineering- II
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1CE
Q.P.Code: 40813
(3 HOURS) TOTAL MARKS: 80
1. Question No. One is compulsory.
2. Attempt any Three questions out of remaining five questions,
3. All questions carry equal marks.
4. Assume Suitable data if necessary
Q.No.1 Attempt any four:-
[a] Define Irrigation & discuss its benefits. [5]
[b] What do you understand by canal lining & water logging? [5]
[c] Explain different forms of precipitation. [5]
[d] Write short note on Bandhara irrigation. [5]
[e] Discuss the physical factors governing selection of type of dam [5]
Q.No.2 [a] what do you mean by duty, delta & base period? Explain briefly various
factors affecting duty. [10]
[b] The base period, intensity of irrigation and duty of water for various crops under the
canal system are given. Determine the reservoir capacity if the culturable commands area is 4000
hectors, canal losses are 25% and reservoir losses are 15%. [10]
Crop Base period (days) Duty at field
(ha/cumec)
Intensity of
irrigation
Wheat(Rabi) 120 1800 20%
Sugarcane 360 1700 20%
Cotton 180 1400 10%
Rice 120 800 15%
Vegetable 120 700 15%
Q.No.3 [a] Explain various methods use for estimation of missing rainfall data & computation
of average rainfall over a basin. [10]
[b]The ordinates of a 4-hour unit hydrograph of catchment are given below:
Time(hours) 0 4 8 12 16 20 24 28 32 36 40 44
Ordinates of
4h
UH(m3/sec)
0 20 60 150 120 90 70 50 30 20 10 0
Derive the flood hydrograph in the catchment due to the storm given below:
Time from start of storm(h) 0 4 8 12
Accumulated rainfall (cm) 0 5.0 5.8 8.8
The ɸ-index for the catchment can be assumed to be 0.25 cm/ hour and constant base flow of 20
cm3/ sec. is appropriate. [10]
Paper / Subject Code: 42003 / Irrigation Engineering
0281C74C6A947396FE1A36B32283B1CE
1T00617 / B.E. (Civil) (REV-2012)(CBSGS) SEMESTER -VII / 42003 / Irrigation Engineering
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Q.P.Code: 40813
Q.No.4 [a] Derive an expression for discharge from a well fully penetrating a unconfined
aquifer. [10]
[b] A 30 cm diameter well penetrates 25m below the static water table. After 24 hours of
pumping @5400liters/minute, the water level in a test well at 90 m is lowered by 0.53 m,
and a well 30 m away the drawdown is 1.11 m. (a) what is the transmissibility of the
aquifer? (b) Also determine the draw down in the main well. [10]
Q.No.5. [a] A rectangular masonry dam is 3 m at the base. Compute the maximum
permissible height H (a) when no tension is permissible, and (b) when the factor of safety
against sliding is 1.5. Given the following: (i) µ=0.5, (ii) density of masonry=24 times the
water, and (iii) c=1.What will be corresponding values of H if uplift is neglected? [10]
[b] What do you mean by Gravity dam, arch dam and butters dam? [06]
[c] Explain in brief about multipurpose reservoir [04]
Q.No.6. Write short notes on following:
(a)Ogee spillway [05]
(b) Reservoir sedimentation [05]
(c) Silt extractor and silt ejector [05]
(d) Aqueduct & syphon aqueduct [05]
___________________
Paper / Subject Code: 42003 / Irrigation Engineering
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Q.P. Code : 40730
Page 1 of 2
[3hrs] [80 marks]
N. B. (1) Question No. 1 is compulsory.
(2) Solve any three questions from remaining questions.
(3) Assume suitable data wherever required and state them clearly.
(4) Use of IS 456 not permitted.
1. Attempt any FOUR
(a)
Compare Ultimate load method and Limit state method. Draw neat stress block
diagram for both methods.
5
(b) Why factor of safety is applied to material strength and loads? Draw idealized
stress- strain curve for steel and concrete showing the variation after application
of factor of safety.
5
(c) Explain the conditions to be satisfied by a beam to design it as a T beam. State the
advantages of T beams over the rectangular beams.
5
(d) State the L/D ratios for simply supported, continuous and cantilever case. Why
depth of the slab is governed by deflection criteria than the bending moments?
5
(e) What do you understand by Pu - Mu interaction diagram? Explain the procedure to
design bi-axial column using interaction diagram.
5
2 (a) Explain the conditions when the beam shall be designed as a doubly reinforced
beam. Draw stress block for doubly reinforced section and derive the formula to
find moment of resistance from compressive forces.
4
(b) Find MR for a beam 230 x 450 effective, reinforced with 3 bars of 25 mm dia.
Also, find a safe load the beam can carry over a span of 5 m. Use M 20 and
Fe 415.
6
(c) Design shear reinforcement using combination of vertical stirrups and bent-up
bars, (bent is at 45 degree) for a beam 230 x 500 effective carrying a factored load
of 40 kN/m over a span of 8 m. It is reinforced with 5 bars of 20 mm dia. Use M
20 and Fe 415.
pt ≤0.15 0.25 0.50 0.75 1.0 1.25 1.50 1.75 2.00
c 0.28 0.36 0.48 0.56 0.62 0.67 0.72 0.75 0.79
10
Paper / Subject Code: 42001 / Limit State Method for Reinforced Concrete Structures
C28C28176A2B47829207BF7DD8B11F32
1T00617 - B.E.(CIVIL)(SEM VII) (CBSGS) Limit State Method for Reinforced Concrete Structures
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Q.P. Code : 40730
Page 2 of 2
3 (a) Design reinforcement for a RC beam 230 mm wide to carry a load of 50 kN/m
over a simply supported span of 6 m if the effective depth is restricted to 500 mm.
Use M 20 and Fe 415.
d’ / d 0.05 0.10 0.15 0.20
fsc (N/mm2) 355.1 351.9 342.4 329.2
10
(b) A T beam with effective flange width 1200 mm and slab thickness 120 mm is
reinforced with 5 bars of 25 mm dia. The width of the beam is 280 mm and
effective depth is 550 mm. Calculate MR for the beam if M 20 and Fe 415 is used.
10
4. (a) Design simply supported slab for a room 4.5 x 4.8 m of a residential building using
M 20 and Fe 415. The slab is supported on all sides by a wall of 230 mm thickness.
Check the slab for shear using table given in Q.2 c. Sketch the reinforcement
details.
Ly/Lx 1.1 1.2 1.3 1.4 1.5 1.75 2.0
αx 0.074 0.084 0.093 0.099 0.104 0.113 0.118
αy 0.061 0.059 0.055 0.051 0.046 0.037 0.029
14
(b) Design a short column of circular cross section to carry an axial load of 2000 kN.
Use M 20 and Fe 415.
6
5 (a) Design isolated rectangular pad footing for a column 230 x 400 mm carrying an
axial load of 1000 kN. Take SBC of the soil as 220 kN/sq.m. Use M 20 and Fe
415. Sketch the reinforcement details.
16
b) Explain major and minor axis of the column. Also, explain the reason for
providing lateral ties in the column.
4
6 (a)
Two columns, A and B, carry the loads of 600 kN and 700 kN respectively, are
spaced at 3 m c/c. Design combine footing for the columns if SBC of the soil is
180 kN/sq.m. Use M 20 and Fe 500.
20
********************
Paper / Subject Code: 42001 / Limit State Method for Reinforced Concrete Structures
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QP CODE : 39780
( 4 Hours ) [Total marks : 80 ]
NOTE:. Question No. 1 is compulsory. Attempt any three out of the remaining five questions. Figures to the right indicate full marks Assume suitable data if required and mention it. -------------------------------------------------------------------------------------------------
Q.1 Q.2a)
Work out the following quantities from given plan & section. (Refer Fig.no.01) 20 i) Excavation for all footings. ii) P.C.C in footing beds.
iiii)Flooring and skirting iv) Brick work in c:m 1:5 in Superstructure
Prepare approximate estimate of (G+4) R.C.C. framed bldg. having total carpet area of 500 Sq.m. Building is located in Kalyan. Assume suitable rate of construction. Also make provision of fund for sanitation, electrification, water supply etc 08
b) Explain:- i) C.B.R.I Method ii) Work charged Establishments & Contingencies iii) Bill method 12 Q.3a) Define Specification. State the different purposes served by specification. Write brief specification of Ist class brickwork in superstructure. 08 b) Prepare rate analysis for:- P.C.C (1:1.5:3) in footings. 08 c) Explain Centre line method. 04 Q.4 a) Calculate volume of earthwork in cutting & banking for the road section whose details are given below:- (Use Mean Area Method) 10
Chainage 0 30 60 90 120 150 180 210
R.L.of ground (m)
161.5 160.95 160.55 161.55 161.85 162.95 162.35 162.8
Width of formation = 10 M. F.L.at zero chainage = 161.60M. Rising Gradient (1 in110) Side Slopes = 1.5:1(Banking) & 2:1 (Cutting) b) Explain:- Mass Haul Diagram 05 c) Explain Lead &Lift with example. 05 Q.5a) Determine standard rent per flat from the following data:- A building is constructed newly with costs of Rs.55 lakhs on a plot of valuation Rs.70 lakhs. Building consists of 20 flats of 75 sq.m.area each are constructed. i) Net return on land and building = 9% ii) Life of building = 40 years iii) Interest rate on Sinking fund = 5% iv) Salvage Value = 10% v) Repairs and Maintenance = 2.5% of the building cost vi)Taxes and other expenses = 20 % of the gross rent. 10 b) What is Bar bending schedule? Explain its importance in estimation Process. 05 c) What is depreciation? Explain any one method for calculating the depreciation. 05 Q.6) Write notes on followings.( any five) 20 i) Rules for deduction in plastering as per IS 1200. ii) B.O.T.Contract iii) Easement rights. iv) Pre-bid conference v) Sinking fund vi) Main inclusions of Tender Notice vii) Arbitration
Paper / Subject Code: 42002 / Quantity Survey Estimation and Valuation
1685EEF251B9899113CE47ECACC52B76
1T00617 - B.E.(CIVIL)(SEM VII) (R-2012) (CBSGS) / 42002 - Quantity Survey Estimation and Valuation
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QP CODE : 39780
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Paper / Subject Code: 42002 / Quantity Survey Estimation and Valuation
1685EEF251B9899113CE47ECACC52B76
