Eddy's viscosity is zero in which of the following case
Anonymous Quiz
9%
A) Transitional flow
17%
B) Transition flow
28%
C) Turbulent flow
47%
D) Laminar flow
A roof sloping in all four direction is called as
Anonymous Quiz
18%
A) Hip roof
27%
B) Gable roof
33%
C) Mansard roof
21%
D) Gambrel roof
The value of imperfection factor for buckling class c is
Anonymous Quiz
14%
A) 0.21
38%
B) 0.34
44%
C) 0.49
5%
D) 0.76
Concrete mix proportions
๐ธ M5 :- 1:5:10
๐ธ M7.5 :- 1:4:8
๐ธ M10 :- 1:3:6
๐ธ M15:- 1:2:4
๐ธ M20 :- 1:1.5:3
๐ธ M25 :- 1:1:2
๐ธ M5 :- 1:5:10
๐ธ M7.5 :- 1:4:8
๐ธ M10 :- 1:3:6
๐ธ M15:- 1:2:4
๐ธ M20 :- 1:1.5:3
๐ธ M25 :- 1:1:2
๐ฅฐ1
#Irrigation Engg.(IMP One Liners)
#Kor-watering:-
The first watering given to the crop when it has grown a few centimeters is called Kor-Watering of Crops
The Optimum depth of kor-watering is:-
1)19 cm for Rice,
2)13.5 cm for Wheat and
3)16.5 cm for Sugarcane.
Paleo (Paleva):-
The first watering before sowing the crop is called Paleo.
Base Period:-
Time Between First And Last Watering
Crop Period:- Time Between Sowing and Harvesting of Crop.
Reservoir Capacity for a given Demand is obtained from Mass Inflow Curve
Clover Leaf Cofferdam Belongs to Cellular Type
Shape of Phreatic Line is Parabolic
Garret's diagram is used in the Design of a Canal
Head Loss through the Siphon Barrels is Calculated by,
Unwin's Formula...Unwin's Formula is generally used to Calculate the Afflux
Canal Escapes serve as a Purpose of 'Safety Valve'
Aqueduct(It's like Bridge):-
Canal over a Natural Drain
Super Passage:-
Natural Drain over the Canal
Level Crossing:-
Natural Drain and Canal at Same level.
Syphon Aqueduct:-
Constructed where the H.F.L of Natural Drain is Higher than the Canal Bed
Defective Air Circulation in
Plant's root zone is an Effect of Water Logging
Water Logging means when the Capillary fringe Reaches the Root Zone of Plants
๐Elementary Profile of a Dam is a Right angled Triangle
Lacey's Concept of Design of Canals is Based on the Unlined Channels only
The Canal which is aligned along a Ridge Line is called as Watershed Canal
The Canal which is aligned at Right Angled to the Contour is called as Side-Slope Canal
#Hydrology
The Flood Routing Method which involves the Concept of Wedge and Prism Storage is:-
โก๏ธMuskingum Method
#Kor-watering:-
The first watering given to the crop when it has grown a few centimeters is called Kor-Watering of Crops
The Optimum depth of kor-watering is:-
1)19 cm for Rice,
2)13.5 cm for Wheat and
3)16.5 cm for Sugarcane.
Paleo (Paleva):-
The first watering before sowing the crop is called Paleo.
Base Period:-
Time Between First And Last Watering
Crop Period:- Time Between Sowing and Harvesting of Crop.
Reservoir Capacity for a given Demand is obtained from Mass Inflow Curve
Clover Leaf Cofferdam Belongs to Cellular Type
Shape of Phreatic Line is Parabolic
Garret's diagram is used in the Design of a Canal
Head Loss through the Siphon Barrels is Calculated by,
Unwin's Formula...Unwin's Formula is generally used to Calculate the Afflux
Canal Escapes serve as a Purpose of 'Safety Valve'
Aqueduct(It's like Bridge):-
Canal over a Natural Drain
Super Passage:-
Natural Drain over the Canal
Level Crossing:-
Natural Drain and Canal at Same level.
Syphon Aqueduct:-
Constructed where the H.F.L of Natural Drain is Higher than the Canal Bed
Defective Air Circulation in
Plant's root zone is an Effect of Water Logging
Water Logging means when the Capillary fringe Reaches the Root Zone of Plants
๐Elementary Profile of a Dam is a Right angled Triangle
Lacey's Concept of Design of Canals is Based on the Unlined Channels only
The Canal which is aligned along a Ridge Line is called as Watershed Canal
The Canal which is aligned at Right Angled to the Contour is called as Side-Slope Canal
#Hydrology
The Flood Routing Method which involves the Concept of Wedge and Prism Storage is:-
โก๏ธMuskingum Method
๐6
๐ฅComparison of Bogue's compounds
1. Binding property :
C3S > C2S > C3A > C4AF
2. Heat of Hydration :
C3A > C3S > C4AF > C2S
3. Rate of Hydration :
C4AF > C3A > C3S > C2S
4. Water required for Hydration :
C3S > C2S > C3A = C4AF
1. Binding property :
C3S > C2S > C3A > C4AF
2. Heat of Hydration :
C3A > C3S > C4AF > C2S
3. Rate of Hydration :
C4AF > C3A > C3S > C2S
4. Water required for Hydration :
C3S > C2S > C3A = C4AF
๐ฒ Quiz 'HYDROLOGY'
๐ 30 questions ยท โฑ 45 sec
๐ 30 questions ยท โฑ 45 sec
Reference Books for MPSC Mains
Paper 1
1. SOM - Punmia
2. SA TOS - S S Bhavikatti
3. RCC - Pillai Menon
4. Prestressed - Krishna Raju
5. Steel - Duggar
6. CPM - U K Strivastav
7. Building construction and materials - Punmia
8. Numerical Methods - M K Jain
Paper 2
1. GTE - GOPAL Ranjan
2. Highway - Justo Khanna
3. Survey - Punmia
4. Hydrology - Subramanyam
5. Irrigation - Garg
6. Environmental Engineering - Devis Corrwell, Garg
7. Fluid Mechanics - Bansal
8. HM - Bansal
9. Estimating Costing - Datta
10. Tunnel - Bindra/ Shrinivasan
11. Bridge - Bindra / Rangwala
Paper 1
1. SOM - Punmia
2. SA TOS - S S Bhavikatti
3. RCC - Pillai Menon
4. Prestressed - Krishna Raju
5. Steel - Duggar
6. CPM - U K Strivastav
7. Building construction and materials - Punmia
8. Numerical Methods - M K Jain
Paper 2
1. GTE - GOPAL Ranjan
2. Highway - Justo Khanna
3. Survey - Punmia
4. Hydrology - Subramanyam
5. Irrigation - Garg
6. Environmental Engineering - Devis Corrwell, Garg
7. Fluid Mechanics - Bansal
8. HM - Bansal
9. Estimating Costing - Datta
10. Tunnel - Bindra/ Shrinivasan
11. Bridge - Bindra / Rangwala
* IS: 456 โ code of practice for plain and reinforced concrete.
* IS: 383 โ specifications for fine & coarse aggregate from natural sources for concrete.
* IS: 2386 โ methods of tests for aggregate for concrete.
* IS: 2430 โ methods of sampling.
* IS: 4082 โ specifications for storage of materials.
* IS: 2116 โ permissible clay, silt & fine dust contents in sand.
* IS: 2250 โ compressive strength test for cement mortar cubes.
* IS: 269 โ specifications for 33 grade OPC.
* IS: 8112 โ specifications for 43 grade OPC.
* IS: 12269 โ specifications for 53 grade OPC.
* IS: 455 โ specifications for PSC (Portland slag cement).
* IS: 1489 โ specifications for PPC (Portland pozzolana cement).
* IS: 6909 โ specifications for SSC (super sulphated cement).
* IS: 8041 โ specifications for RHPC (Rapid Hardening Portland cement).
* IS: 12330 โ specifications for SRPC (sulphate resistant portland cement).
* IS: 6452 โ specifications for HAC for structural use (high alumina cement).
* IS: 3466 โ specifications for masonry cement.
* IS: 4031 โ chemical analysis and tests on cement.
* IS: 456; 10262; SP 23 โ codes for designing concrete mixes.
* IS: 1199 โ methods of sampling and analysis of concrete.
* IS: 516 โ methods of test for strength of concrete.
* IS: 13311 โ ultrasonic testing of concrete structures.
* IS: 4925 โ specifications for concrete batching plant.
* IS: 3025 โ tests on water samples.
* IS: 4990 โ specifications for plywood formwork for concrete.
* IS: 9103 โ specifications for concrete admixtures.
* IS: 12200 โ specifications for PVC water bars.
* IS: 1077 โ specifications for bricks for masonry work.
* IS: 5454 โ methods of sampling of bricks for tests.
* IS: 3495 โ methods of testing of bricks.
* IS: 1786 โ cold-worked HYSD steel rebars (grade Fe415 & Fe500).
* IS: 432; 226; 2062 โ mild steel of grade I.
* IS: 432; 1877 โ mild steel of grade II.
* IS: 1566 โ specifications for hard drawn steel wire fabric for reinforcing concrete.
* IS: 1785 โ specifications for plain hard drawn steel wire fabric for prestressed concrete.
* IS: 2090 โ specifications for high tensile strength steel bar for prestressed concrete.
* IS: 2062 โ specifications for steel for general purposes.
* IS: 226 โ specifications for rolled steel made from structural steel.
* IS: 2074 โ specifications for prime coat for structural steel.
* IS: 2932 โ specifications for synthetic enamel paint for structural steel.
* IS: 12118 โ specifications for Polysulphide sealants
* IS: 383 โ specifications for fine & coarse aggregate from natural sources for concrete.
* IS: 2386 โ methods of tests for aggregate for concrete.
* IS: 2430 โ methods of sampling.
* IS: 4082 โ specifications for storage of materials.
* IS: 2116 โ permissible clay, silt & fine dust contents in sand.
* IS: 2250 โ compressive strength test for cement mortar cubes.
* IS: 269 โ specifications for 33 grade OPC.
* IS: 8112 โ specifications for 43 grade OPC.
* IS: 12269 โ specifications for 53 grade OPC.
* IS: 455 โ specifications for PSC (Portland slag cement).
* IS: 1489 โ specifications for PPC (Portland pozzolana cement).
* IS: 6909 โ specifications for SSC (super sulphated cement).
* IS: 8041 โ specifications for RHPC (Rapid Hardening Portland cement).
* IS: 12330 โ specifications for SRPC (sulphate resistant portland cement).
* IS: 6452 โ specifications for HAC for structural use (high alumina cement).
* IS: 3466 โ specifications for masonry cement.
* IS: 4031 โ chemical analysis and tests on cement.
* IS: 456; 10262; SP 23 โ codes for designing concrete mixes.
* IS: 1199 โ methods of sampling and analysis of concrete.
* IS: 516 โ methods of test for strength of concrete.
* IS: 13311 โ ultrasonic testing of concrete structures.
* IS: 4925 โ specifications for concrete batching plant.
* IS: 3025 โ tests on water samples.
* IS: 4990 โ specifications for plywood formwork for concrete.
* IS: 9103 โ specifications for concrete admixtures.
* IS: 12200 โ specifications for PVC water bars.
* IS: 1077 โ specifications for bricks for masonry work.
* IS: 5454 โ methods of sampling of bricks for tests.
* IS: 3495 โ methods of testing of bricks.
* IS: 1786 โ cold-worked HYSD steel rebars (grade Fe415 & Fe500).
* IS: 432; 226; 2062 โ mild steel of grade I.
* IS: 432; 1877 โ mild steel of grade II.
* IS: 1566 โ specifications for hard drawn steel wire fabric for reinforcing concrete.
* IS: 1785 โ specifications for plain hard drawn steel wire fabric for prestressed concrete.
* IS: 2090 โ specifications for high tensile strength steel bar for prestressed concrete.
* IS: 2062 โ specifications for steel for general purposes.
* IS: 226 โ specifications for rolled steel made from structural steel.
* IS: 2074 โ specifications for prime coat for structural steel.
* IS: 2932 โ specifications for synthetic enamel paint for structural steel.
* IS: 12118 โ specifications for Polysulphide sealants
๐2
IS code used for slump test for concrete is
Anonymous Quiz
27%
A) IS 1199
26%
B) IS 1200
30%
C) IS 8041
17%
D) IS 1641
As temperature increases, surface Tension
Anonymous Quiz
30%
A) Increases
63%
B) Decreases
6%
C) Remains same
0%
D) No relationship
Geotechnical Engg
Unit/Test & it's Purpose:-Casagrande's Apparatus:-
Determination of Consistency Limits
Hydrometer:-
Determination of Grain Size Distribution
Plate Load Test:-
Determination of Safe Bearing Capacity
Oedometer:-
Consolidation Characteristics
Core-Cutter:-
Field Density
Pycnometer:-
Specific Gravity
Soil Deposited From Suspension in Running water:-
Alluvial Soil
Deposits of Marine Origin:-
Marl
Deposits by Wind:-
Loess
Organic Soil:-
Peat
Deposited at bottom of Lakes:-Lacustrine Soil
Thank you ๐
Unit/Test & it's Purpose:-Casagrande's Apparatus:-
Determination of Consistency Limits
Hydrometer:-
Determination of Grain Size Distribution
Plate Load Test:-
Determination of Safe Bearing Capacity
Oedometer:-
Consolidation Characteristics
Core-Cutter:-
Field Density
Pycnometer:-
Specific Gravity
Soil Deposited From Suspension in Running water:-
Alluvial Soil
Deposits of Marine Origin:-
Marl
Deposits by Wind:-
Loess
Organic Soil:-
Peat
Deposited at bottom of Lakes:-Lacustrine Soil
Thank you ๐
waste water engineering
Sewage :- All kinds of liquid waste produce by community (includes domestic waste, Storm waste, industrial waste etc).
Sullage :- The waste Water from bathrooms, kitchen etc.
Rubbish :- All sundry soild waste as paper, broken furnitures, waste building materials etc are known as rubbish
Sewer :- A conduit which carries sewage.
Sewerage :- Network of sewer used in collection, conveyance and disposal of sewage.
Dry weather flow (DWF) :- Domestic and industrial waste water produced by the community.
Wet weather flow (WWF) :- Storm water resulting from community.
Methods of sewerage system
๐ Dry and conservancy system
๐ Water carriage system
Sewage :- All kinds of liquid waste produce by community (includes domestic waste, Storm waste, industrial waste etc).
Sullage :- The waste Water from bathrooms, kitchen etc.
Rubbish :- All sundry soild waste as paper, broken furnitures, waste building materials etc are known as rubbish
Sewer :- A conduit which carries sewage.
Sewerage :- Network of sewer used in collection, conveyance and disposal of sewage.
Dry weather flow (DWF) :- Domestic and industrial waste water produced by the community.
Wet weather flow (WWF) :- Storm water resulting from community.
Methods of sewerage system
๐ Dry and conservancy system
๐ Water carriage system
Subject:-RCC
Permissible Limits of Solids as Per IS 456:2000
1)Organic:-
200mg/litres
2) Suspended Matter:-
2000mg/l
3)Sulphates:-
400mg/l
4)Chlorides:-
a)For Plain Concrete:-
2000mg/l
b)For RCC:-
500mg/l
5)Inorganic:-
3000mg/l
Permissible Limits of Solids as Per IS 456:2000
1)Organic:-
200mg/litres
2) Suspended Matter:-
2000mg/l
3)Sulphates:-
400mg/l
4)Chlorides:-
a)For Plain Concrete:-
2000mg/l
b)For RCC:-
500mg/l
5)Inorganic:-
3000mg/l
๐1
Limiting depth of neutral axis for Fe415
Anonymous Quiz
5%
A) 0.53d
83%
B) 0.48d
11%
C) 0.46d
1%
D) 0.4d
๐ฒ Quiz 'ENVIRONMENTAL ENGINEERING'
๐ 30 questions ยท โฑ 30 sec
๐ 30 questions ยท โฑ 30 sec
โค1๐ฅ1
Variations in water demand
Maximum daily demand :- 1.8*Avg. Daily demand.
Maximum hourly demand :- 1.5*Avg. demand hourly of maximum day
Peak demand :- 2.7*Avg. Hourly demand.
Maximum weekly demand :- 1.48*Avg. Weekly
Maximum monthly demand :- 1.28*Avg. Monthly
Maximum daily demand :- 1.8*Avg. Daily demand.
Maximum hourly demand :- 1.5*Avg. demand hourly of maximum day
Peak demand :- 2.7*Avg. Hourly demand.
Maximum weekly demand :- 1.48*Avg. Weekly
Maximum monthly demand :- 1.28*Avg. Monthly
Standard of Irrigation water
concentration of soluble salt
Electrical conductivity is expressed in micro-mhos per centimeter at 25โ
Ec < 250 -- Low salinity of water
250 โค Ec < 750 -- Medium salinity of water
750 โค Ec < 2250 -- High salinity of water
Ec โฅ 2250 -- Very high salinity of water
--> Value of sodium adsorption ratio for high sodium water lies between - 18 to 26
concentration of soluble salt
Electrical conductivity is expressed in micro-mhos per centimeter at 25โ
Ec < 250 -- Low salinity of water
250 โค Ec < 750 -- Medium salinity of water
750 โค Ec < 2250 -- High salinity of water
Ec โฅ 2250 -- Very high salinity of water
--> Value of sodium adsorption ratio for high sodium water lies between - 18 to 26