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๐Ÿ”จ World Construction Engineering
Latest updates, tips, and tutorials on building, civil engineering, and construction in World.
Learn, build, and grow with us!

๐Ÿ“จ @Philemona7 Or @ETCONpBOT

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๐Ÿ‘‰Road drainage keeps pavement dry and safe by removing surface and subsurface water; key elements are the road surface (with camber), kerb & gutter, side drains, inlets, storm drains, manholes, and outfalls โ€” design and maintenance before monsoon are critical in Mangaluru.

Overview

- Purpose: Remove rainwater quickly from the carriageway and subgrade to prevent pavement weakening, potholes, and skidding. Good drainage extends road life and improves safety.
- Two complementary systems: Surface (dewatering/runoff) and subsurface (underdrains/longitudinal drains); both must work together for effective performance.

Components and functions (detailed)

1. Road surface / Pavement โ€” Provides a smooth, mostly impermeable wearing course and is shaped to shed water. Top layer must be crack-free and properly sloped.
2. Camber (Cross fall) โ€” Typical slope: 2.5%โ€“3.0% (crown or one-sided on curves) to move water laterally to gutters/shoulders.
3. Shoulders โ€” Lateral support and extra width; act as a first path for runoff and emergency use.
4. Kerb / Curb โ€” Concrete/stone barrier separating carriageway from gutter; channels flow into the gutter and protects pavement edge.
5. Gutter โ€” Shallow channel along the kerb that collects runoff and directs it to inlets or side drains.
6. Side drain (catch drain / longitudinal drain) โ€” Collects water from gutters/shoulders and conveys it along the road; may be lined or unlined depending on site.
7. Inlet / Entry chamber (catch basin) โ€” Intermittent openings that admit surface water into the underground storm system; spacing depends on slope and runoff.
8. Drain (storm water drain / culvert) โ€” Pipes or lined channels that safely convey collected water to the outfall without damaging the road.
9. Manhole / Inspection chamber โ€” Access points for inspection, cleaning, and maintenance of underground drains.
10. Outfall / Discharge point โ€” Final discharge into a natural watercourse, retention pond, or municipal storm system; must avoid erosion at the outlet.

Crossโ€‘section labels (what to check on site)

- Camber (2.5%โ€“3.0%), Kerb, Gutter, Shoulder, Side drain, Inlet, Manhole, Storm drain, Outfall, Pavement, Subgrade.

Design & maintenance tips (actionable)
- Inspect and clear inlets, gutters, and side drains before and during monsoon.
- Maintain camber and repair surface cracks to prevent infiltration.
- Schedule manhole/inspection chamber cleaning at regular intervals to avoid blockages that create local flooding.

Quick checklist for Mangaluru (preโ€‘monsoon)
- Clear gutters & inlets; remove silt and debris.
- Check kerb integrity and repair broken sections.
- Verify outfall is unobstructed and protected against erosion.

@etconp
โค14
๐Ÿ‘‰Ramp Design & Dimension Details

๐Ÿ’ซA Ramp is a sloping surface used for vehicles to move between different levels safely and smoothly.

๐Ÿ‘Important Ramp Design Details

1.Maximum Ramp Slope: Usually limited to 15% for safe vehicle movement.
2.Transition Slope: A smoother transition of about 6% should be provided at the start and end of the ramp.
3.Transition Length:
Recommended around 137 inches (350 cm) for smooth vehicle entry.

๐Ÿ“œCorrect Ramp Design

โœ” Smooth transition provided
โœ” Prevents vehicle bottom touching
โœ” Comfortable and safe driving

๐Ÿ“œIncorrect Ramp Design

โœ˜ Sudden steep slope
โœ˜ No transition area
โœ˜ May damage vehicle underside

๐ŸทMain Components

โบRamp Surface
โบTransition Zone
โบEntry Point
โบExit Point
โบSlope Section

๐ŸšงAdvantages

โบImproves safety
โบReduces vehicle damage
โบProvides smooth movement
โบBetter driving comfort

#RampDesign #DrivewayRamp #CivilEngineering #RoadDesign #VehicleSafety #ConstructionDetails #EngineeringDrawing #RampSlope

@etconp
โค7๐Ÿ‘6๐Ÿ”ฅ1
‎๐Ÿ‘‰แˆตแˆˆ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠญแˆŒแˆ (Construction Claim)

‎1) แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แŠญแˆŒแˆ แˆแŠ•แ‹ตแАแ‹?

‎Construction Claim แˆ›แˆˆแ‰ต แ‰ แŠฎแŠ•แˆตแ‰ตแˆซแŠญแˆฝแŠ• แ•แˆฎแŒ€แŠญแ‰ต แ‹แˆตแŒฅ แŠจแŠฎแŠ•แ‰ตแˆซแ‰ต แ‹แŒญ แ‹จแ‰ฐแˆแŒ แˆจ แ‰ฝแŒแˆญ แˆแŠญแŠ•แ‹ซแ‰ต แ‰ฐแŒจแˆ›แˆช แŒˆแŠ•แ‹˜แ‰ฅ, แŒŠแ‹œ, แ‹ˆแ‹ญแˆ แˆŒแˆ‹ แˆ˜แ‰ฅแ‰ต แˆˆแˆ˜แŒ แ‹จแ‰… แ‹จแˆšแ‰€แˆญแ‰ฅ แŒฅแ‹ซแ‰„ แАแ‹แข

‎2) แ‹‹แŠ“ แ‹‹แŠ“ แ‹จแŠญแˆŒแˆ แŠ แ‹ญแАแ‰ถแ‰ฝ

‎1๏ธโƒฃ แ‹จแŒŠแ‹œ แŠญแˆŒแˆ (Time Claim)
‎แˆแŠญแŠ•แ‹ซแ‰ถแ‰ฝแก แ‹จแ‹ฒแ‹›แ‹ญแŠ• แ‹˜แŒแ‹ญแ‰ตแฃ แ‹จแˆ˜แˆฌแ‰ต แŠฅแŠ•แ‰…แ‹แ‰ตแฃ แ‹จแŠ แ‹จแˆญ แˆแŠ”แ‰ณแฃ แ‹จแŠ แˆˆแ‰ƒ (Employer) แ‹˜แŒแ‹ญแ‰ต
‎แ‹แŒคแ‰ตแก Extension of Time (EOT)
‎2๏ธโƒฃ แ‹จแŒˆแŠ•แ‹˜แ‰ฅ แŠญแˆŒแˆ (Cost / Monetary Claim)
‎แˆแŠญแŠ•แ‹ซแ‰ถแ‰ฝแก Variation, แ‹จแ‹‹แŒ‹ แŒจแˆ˜แˆญ, แ‰ฐแŒจแˆ›แˆช แˆตแˆซ
‎แ‹แŒคแ‰ตแก แ‰ฐแŒจแˆ›แˆช แŠญแแ‹ซ
‎3๏ธโƒฃ แ‹จแ‰ซแˆชแ‹ฌแˆฝแŠ• แŠญแˆŒแˆ (Variation Claim)
‎แŠจแˆ˜แŒ€แˆ˜แˆชแ‹ซแ‹ แ‹ฒแ‹›แ‹ญแŠ•/Scope แ‹แŒญ แˆตแˆซ แˆฒแŒจแˆ˜แˆญ แ‹ˆแ‹ญแˆ แˆฒแ‰€แАแˆต
‎4๏ธโƒฃ แ‹จแ‹ฒแˆŒแ‹ญ แŠญแˆŒแˆ (Delay Claim)

‎ ๐Ÿ‘แˆตแˆซ แˆฒแ‹˜แŒˆแ‹ญ แ‰ แˆ›แŠ• แˆแŠญแŠ•แ‹ซแ‰ต แŠฅแŠ•แ‹ฐแˆ†แА แ‹ญแˆ˜แˆˆแŠจแ‰ณแˆ
‎ ๐Ÿ‘แŠ แŠ•แ‹ณแŠ•แ‹ต แŒŠแ‹œ Loss & Expense แ‹ญแŒ แ‹จแ‰ƒแˆ

‎3) แŠญแˆŒแˆ แˆˆแˆ›แ‰…แˆจแ‰ฅ แ‹จแˆšแˆแˆˆแŒ‰ แˆฐแАแ‹ถแ‰ฝ

‎๐Ÿ‘แŠฎแŠ•แ‰ตแˆซแ‰ต (FIDIC แ‹ˆแ‹ญแˆ แˆŒแˆ‹)
‎๐Ÿ‘แ‹จแˆตแˆซ แ•แˆฎแŒแˆซแˆ (Baseline & Updated)
‎๐Ÿ‘Site Instructions / Letters
‎๐Ÿ‘Daily Reports
‎๐Ÿ‘Measurement & BOQ
‎แ‹จแ‹ˆแŒช แˆ›แˆตแˆจแŒƒ (Invoices, Payroll)

‎4) แ‹จแŠญแˆŒแˆ แˆ‚แ‹ฐแ‰ต (แ‰ แŠ แŒญแˆญ)
‎
๐Ÿ‘แŠญแˆตแ‰ฐแ‰ฑ แˆ˜แŠจแˆฐแ‰ต
‎ ๐Ÿ‘แ‰ แŠฎแŠ•แ‰ตแˆซแ‰ต แ‹จแ‰ฐแŒˆแˆˆแŒธ แŒŠแ‹œ แ‹แˆตแŒฅ Notice แˆ˜แˆ‹แŠญ
‎ ๐Ÿ‘แˆ›แˆตแˆจแŒƒ แˆ˜แˆฐแ‰ฅแˆฐแ‰ฅ
‎ ๐Ÿ‘แ‹แˆญแ‹แˆญ แŠญแˆŒแˆ แˆ›แ‰…แˆจแ‰ฅ
‎ ๐Ÿ‘แŒแˆแŒˆแˆ› / แˆตแˆแˆแАแ‰ต / แŠญแˆญแŠญแˆญ

‎5) แŠญแˆŒแˆ แˆˆแˆ˜แŠจแˆ‹แŠจแˆ (Claim Avoidance)

‎ ๐Ÿ‘แŒแˆแŒฝ แŠฎแŠ•แ‰ตแˆซแ‰ต
‎ ๐Ÿ‘แ‰ตแŠญแŠญแˆˆแŠ› แ‹จแˆตแˆซ แˆ˜แ‹แŒˆแ‰ฅ
‎ ๐Ÿ‘แˆแŒฃแŠ• แŒแŠ•แŠ™แАแ‰ต

@etconp
โค10๐Ÿ‘9
๐Ÿ‘‰แ‰ แˆแˆตแˆ‰ แˆ‹แ‹ญ แ‹จแˆšแ‰ณแ‹จแ‹ แ‰ แ‰ฃแŠ•แŠฎแŠญแฃ แ‰ณแ‹ญแˆ‹แŠ•แ‹ต แ‹จแˆšแŒˆแŠ˜แ‹ แ‰กแˆšแ‰ฆแˆ แ‹ตแˆแ‹ตแ‹ญ (Bhumibol Bridge) แАแ‹แข แ‹ญแˆ… แ‹ตแˆแ‹ตแ‹ญ "แ‹จแŠขแŠ•แ‹ฑแˆตแ‰ตแˆช แ‰€แˆˆแ‰ แ‰ต แˆ˜แŠ•แŒˆแ‹ต แ‹ตแˆแ‹ตแ‹ญ" (Industrial Ring Road Bridge) แ‰ฐแ‰ฅแˆŽแˆ แ‹ญแŒ แˆซแˆแข

๐Ÿšงแˆตแˆˆ แ‹ตแˆแ‹ตแ‹ฉ แŠ แŠ•แ‹ณแŠ•แ‹ต แ‰แˆแ แˆ˜แˆจแŒƒแ‹Žแ‰ฝแฆ

๐Ÿ”ท แŠ แŠซแ‰ฃแ‰ขแฆ แ‰ แ‰ณแ‹ญแˆ‹แŠ•แ‹ตแฃ แ‰ฃแŠ•แŠฎแŠญ แ‹แˆตแŒฅ แ‹จแˆšแŒˆแŠ˜แ‹แŠ• แ‹จแ‰ปแŠฆ แแˆซแ‹ซ แ‹ˆแŠ•แ‹แŠ• (Chao Phraya River) แˆแˆˆแ‰ต แŒŠแ‹œ แ‹ซแ‰‹แˆญแŒฃแˆแข

๐Ÿ”ท แˆ˜แ‹‹แ‰…แˆญแฆ แ‹ตแˆแ‹ตแ‹ฉ แ‰ แŒ แŠ•แŠซแˆซ แŠฌแ‰ฅแˆŽแ‰ฝ แ‹จแ‰ฐแ‹ˆแŒ แˆจ แˆฒแˆ†แŠ•แฃ แ‹จแŠ แˆแˆ›แ‹ แ‰…แˆญแŒฝ แ‹ซแˆ‹แ‰ธแ‹ แŠฅแŠ“ 173 แˆœแ‰ตแˆญ แŠฅแŠ“ 164 แˆœแ‰ตแˆญ แ‹จแˆšแˆจแ‹แˆ™ แˆแˆˆแ‰ต แ‰ตแˆ‹แˆแ‰… แˆแˆฐแˆถแ‹Žแ‰ฝ แŠ แˆ‰แ‰ตแข

๐Ÿ”ท แ‰ณแˆชแŠญแฆ แ‹ตแˆแ‹ตแ‹ฉ แ‹จแ‰ฐแˆฐแ‹จแˆ˜แ‹ แ‰ แ‰ณแ‹ญแˆ‹แŠ•แ‹ต แ‹จแ‰€แ‹ตแˆž แŠ•แŒ‰แˆฅ แ‰กแˆšแ‰ฆแˆ แŠ แ‹ฑแˆแ‹ซแ‹ฐแŒ… (King Bhumibol Adulyadej) แˆตแˆ แˆฒแˆ†แŠ•แฃ แ‰ แ‹ญแ‹ แ‹จแ‰ฐแˆ˜แˆจแ‰€แ‹ แ‰ แ‰ณแŠ…แˆฃแˆฅ 2006 แ‹“.แˆ. (แŠฅแŠ•แ‹ฐ แŠ แ‹แˆฎแ“แ‹แ‹ซแŠ• แŠ แ‰†แŒฃแŒ แˆญ) แАแ‹แข

๐Ÿ”ท แ‹“แˆ‹แˆ›แฆ แ‰ แ‹ฐแ‰กแ‰ฅ แ‰ฃแŠ•แŠฎแŠญ แ‹ซแˆˆแ‹แŠ• แ‹จแ‰ตแˆซแŠแŠญ แˆ˜แŒจแŠ“แАแ‰… แˆˆแˆ˜แ‰€แАแˆต แŠฅแŠ“ แ‹จแŠขแŠ•แ‹ฑแˆตแ‰ตแˆช แ‰€แŒ แŠ“แ‹Žแ‰ฝแŠ• แˆˆแˆ›แŒˆแŠ“แŠ˜แ‰ต แ‰ณแˆตแ‰ฆ แ‹จแ‰ฐแŒˆแАแ‰ฃ แАแ‹แข

๐Ÿ”ท แˆแ‹ฉ แŒˆแŒฝแ‰ณแฆ แ‹ตแˆแ‹ตแ‹ฉ แ‰ แˆแˆฝแ‰ต แ‰ แˆšแ‹ซแˆ›แˆแˆฉ แˆ˜แ‰ฅแˆซแ‰ถแ‰ฝ แˆตแˆˆแˆšแ‰ แˆซ แˆˆแŠจแ‰ฐแˆ›แ‹‹ แ‹แ‰ แ‰ตแŠ• แ‹จแˆšแˆฐแŒฅ แ‰ตแˆแ‰… แˆแˆแŠญแ‰ต (landmark) แ‰ฐแ‹ฐแˆญแŒŽ แ‹ญแ‹ˆแˆฐแ‹ณแˆแข

@etconp
โค14๐Ÿ‘2๐Ÿ‘2
๐Ÿ‘‰ INTERCON Construction Chemicals 

โ— Concrete Admixtures
โ— Bonding Agents
โ— Waterproofings
โ— Wall Putty, Prime Coat
โ— Concrete Repair Mortar
โ— Floor hardener, Epoxy
โ— Grout, Self-level mortar
โ— Quartz paint, Contextra
โ— Tile Adhesive & Tile Joint Fillers 
โ— Geotextiles and other construction chemicals and materials

โ˜Ž๏ธ Tel: 0961955555

๐Ÿ”น Address 1: Signal road, around
Dinberwa Hospital

๐Ÿ”น Addres 2: Wellosefer, Infront of
Dani Plaza
โค4
๐Ÿ‘‰7 Types Of Retaining Wall

๐Ÿงฑ Gravity Wall

- Relies on its mass for stability.
- Typically up to 3 m height.
- No steel reinforcement required.
- Best use: Low landscaping and boundary walls.

๐Ÿ—๏ธ Cantilever Wall

- Made of Reinforced Cement Concrete (RCC).
- Suitable for 3โ€“8 m height.
- Most commonly used type.
- Best use: Residential projects and commercial sites.

๐Ÿ”ฉ Counterfort Wall

- Uses ribs (counterforts) to reduce bending stress.
- Effective for 8 m+ height.
- Requires complex formwork.
- Best use: High retaining heights and heavy load areas.

๐ŸŒŠ Sheet Pile Wall

- Thin sheets driven into the ground.
- Can be reused.
- Ideal for waterfront construction.
- Best use: Marinas, docks, and waterfront structures.

โš™๏ธ Anchored Wall

- Stabilized with pre-stressed anchors.
- Suitable for deep excavations.
- Common in urban settings.
- Best use: Basements, subways, and urban sites.

๐Ÿšง MSE Wall (Mechanically Stabilized Earth Wall)

- Reinforced with geogrids.
- Flexible and durable.
- Widely used in transport infrastructure.
- Best use: Highway embankments and ramps.

๐ŸŒฟ Gabion Wall

- Constructed with stone-filled mesh baskets.
- Naturally self-draining.
- Environmentally friendly.
- Best use: Riverbanks, erosion control, and landscaping.

โœ… Choosing the Right Wall
Factors to consider:

- Height of soil to be retained
- Soil & water conditions
- Space & accessibility
- Cost & durability

#RetainingWalls #ConstructionDesign #StructuralEngineering #Landscaping #Infrastructure #EcoFriendlyDesign

@etconp
โค8
๐Ÿ‘‰Structural Force Diagram Analysis

๐Ÿ’ซThis structural analysis sheet explains how to calculate support reactions, shear force, bending moment, and normal force in a beam.

๐ŸšงDifferent loads are converted into force components, and engineering equations are used to draw the structural force diagrams accurately.

๐Ÿ”ฐThese diagrams help engineers understand beam behavior, stability, and load distribution in construction design.

#StructuralAnalysis #CivilEngineering #BeamDesign #ShearForce #BendingMoment #StructuralMechanics #EngineeringNotes #ConstructionEngineering
#BeamCalculation

@etconp
๐Ÿ‘6โค4
๐Ÿ‘‰Reinforced Concrete Beam Design

๐Ÿ’ซA reinforced concrete beam transfers loads safely between columns and supports structural stability.

๐ŸšงThe beam depth and width are commonly estimated using span ratios such as H = L/12 and B = L/24 for preliminary design.

โบAdditional bent-up reinforcement bars are used near supports to resist shear force and top tension in long-span beams.

#RCCBeam #BeamDesign #StructuralEngineering #CivilEngineering #ConcreteBeam #BeamReinforcement #ConstructionDetails #StructuralDesign #EngineeringNotes #ReinforcedConcrete #BeamDetailing #BuildingConstruction #CivilEngineer

@etconp
โค10๐Ÿ‘8
1. Why is super plasticizer added to concrete?

1. To reduce the quantity of mixing water.
2. To increase the consistency.
3. To reduce the quantity of cement.
4. To increase resistance to freezing an thawing.

Select the correct answer using the codes given below:
a) 1 and 2 b) 2 and 3
c) 1 and 4 d) 1, 4 and 3

2. As per IS Code of Practice, concrete should be cured at

a) 5oC b) 10oC c) 27oC d) 40oC

3. The maximum bulking of sand is likely to occur at a moisture content of

a) 5% b) 8% c) 11% d) 14%

4. Which of the following aggregates gives maximum strength in concrete?

a) Rounded aggregate b) Elongated aggregate
c) Flaky aggregate d) Cubical aggregate

5. Which of the following pairs is not matched correctly with regard to coarse aggregate > 10 mm?

a) Strength - 10 per cent fine
b) Toughness - Impact test
c) Hardness - Abrasion set
d) Specific Gravity - Pyconometer

6. A gauged mortar is obtained by adding which of the following ingredients to cement?

a) Sandstone b) Sand and surkhi
c) Sand and lime d) Surkhi alone

7. Marble is quarried by

a) blasting b) excavating c) heating d) wedging

8. Which of the following stone has maximum % water absorption by volume?

a) Shale b) Granite c) Slate d) Quartzite

9. The chemical used to protect stones in industrial towns is

a) Ba (OH)2 b) CaCl2 c) H2SO4 d) caustic alkalis

10. The temperature range in a cement kiln is

a) 500oC to 1000oC b) 1000oC to 1200oC
c) 1300oC to 1500oC d) 1600oC to 2000oC

11. Which of the following pairs is not matched correctly?

(Cement Test) (Apparatus)

a) Fineness - Nurse and blains b) Consistency - Vicat
c) Soundness - Le-Chatelier d) Specific Gravity - Lea and Nurse

12. Rapid hardening cement attains early strength due to

a) larger proportion of lime grounded finer than normal cement.
b) lesser proportion of lime grounded coarser than normal cement.
c) lesser proportion of lime grounded finer than normal cement.
d) larger proportion of lime grounded coarser than normal cement.

13. Soundness test of cement determines

a) quality of free lime b) ultimate strength
c) durability d) initial setting

14. A first class brick when immersed in cold water for 24 hours should not absorb more than __ % of water of its dry weight.

a) 15% b) 20% c) 22% d) 25%

15. The percentage of alumina in a good brick earth lies between

a) 5% to 10% b) 20% to 30%
c) 50% to 60% d) 70% to 80%

16. Crushing strength of a first class brick should not be less than

a) 35 kg / cm3 b) 70 kg / cm2
c) 105 kg / cm2 d) 140 kg / cm2

17. The temperature at which bricks are burnt varies from:

a) 500oC to 700oC b) 700oC to 1000oC
c) 1000oC to 1200oC d) 1200oC to 1500oC

18. For one cubic metre of brick masonry, the number of modular bricks needed is

a) 400 or less b) 400 to 450
c) 500 to 550 d) 600 to 650

19. Gypsum is used as an admixture in cement grouts for

a) Accelerating the setting time
b) Retarding the setting time
c) Increasing the plasticity
d) Reducing the grout shrinkage

Answers / Key:

1-a; 2-c; 3-a; 4-d; 5-d; 6-c; 7-d; 8-a; 9-a; 10-c; 11-d; 12-a; 13-a; 14-a; 15-b; 16-c; 17-c; 18-c; 19-b

@etconp
โค25
๐Ÿ‘‰Common Mistakes in Plaster Thickness Control

๐Ÿ’ซWrong plaster thickness can lead to cracks, uneven walls, hollow patches, and poor finishing.

๐ŸทProper level marking, uniform application, and correct curing are the key steps for durable and smooth plaster work on site.

@etconp
โค5๐Ÿ‘3
๐Ÿ‘‰แ‹จแ‹ฐแ‰ฅแˆจ แˆ›แˆญแ‰†แˆต แŠ แ‹แˆฎแ•แˆ‹แŠ• แˆ›แˆจแŠแ‹ซ (แŠคแˆญแ–แˆญแ‰ต) แˆตแˆซ แŒ€แˆ˜แˆจแข

แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠ แ‹จแˆญ แˆ˜แŠ•แŒˆแ‹ต แ‹จแˆ˜แŒ€แˆ˜แˆชแ‹ซ แ‰ แˆจแˆซแ‹แŠ• แŠ แ‹ตแˆญแŒ“แˆแข

แ‹จแŠ แŠซแ‰ฃแ‰ขแ‹ แˆ›แˆ…แ‰ แˆจแˆฐแ‰ฅ แˆˆแ‰ฅแ‹™ แ‹“แˆ˜แ‰ณ แˆฒแŒ แ‰ฅแ‰€แ‹ แ‹จแАแ‰ แˆจแ‹ แ‹จแŠ แ‹แˆฎแ•แˆ‹แŠ• แˆ›แˆจแŠแ‹ซ แ‹›แˆฌ แŒแŠ•แ‰ฆแ‰ต 8/2018 แ‹“.แˆ แ‹จแˆ˜แŒ€แˆ˜แˆชแ‹ซแ‹แŠ• แ‹จแˆ™แŠจแˆซ แ‰ แˆจแˆซ แ‰ แˆตแŠฌแ‰ต แŠ แˆตแ‰ฐแŠ“แŒแ‹ทแˆแข

แ‹จแˆ™แŠจแˆซ แ‰ แˆจแˆซแ‹ แˆ˜แˆณแŠซแ‰ฑแŠ• แ‰ฐแŠจแ‰ตแˆŽ แ‰ แ‰€แŒฃแ‹ญ แˆ˜แ‹ฐแ‰ แŠ› แ‰ แˆจแˆซแ‹Žแ‰ฝ แŠฅแŠ•แ‹ฐแˆšแŒ€แˆแˆฉ แ‰ฐแŒˆแˆแŒฟแˆแข

แ‹จแ‹ฐแ‰ฅแˆจ แˆ›แˆญแ‰†แˆต แŠจแ‰ฐแˆ› แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ " แ‹จแŠ แ‹แˆฎแ•แˆ‹แŠ• แˆ›แˆจแŠแ‹ซแ‹ แˆ˜แŠจแˆแ‰ต แ‹จแŠจแ‰ฐแˆ›แ‹‹แŠ• แ‹จแ‰ตแˆซแŠ•แˆตแ–แˆญแ‰ต แ‰ฐแ‹ฐแˆซแˆฝแАแ‰ต แŠจแˆ›แˆปแˆปแˆ‰แˆ แ‰ แˆ‹แ‹ญ แˆˆแŠขแŠ•แ‰จแˆตแ‰ตแˆ˜แŠ•แ‰ต แˆ˜แˆตแ‹แ‹แ‰ตแฃ แˆˆแ‰ฑแˆชแ‹แˆ แˆ˜แАแ‰ƒแ‰ƒแ‰ตแŠ“ แˆˆแŠ•แŒแ‹ต แ‰ตแˆตแˆตแˆญ แŠจแแ‰ฐแŠ› แˆšแŠ“ แ‹ญแŒซแ‹ˆแ‰ณแˆแค แŠฅแŠ•แ‹ฒแˆแˆ แˆˆแ‹ˆแŒฃแ‰ถแ‰ฝ แŠ แ‹ฒแˆต แ‹จแˆฅแˆซ แ‹•แ‹ตแˆ แ‹ญแˆแŒฅแˆซแˆ " แ‰ฅแˆแˆแข

แŒแŠ•แ‰ฆแ‰ต 8 แ‰€แŠ• 2018 แ‹“/แˆ

Via TikVah Ethiopia

@etconp
โค17๐Ÿ‘9
When two points of surveying are mutually invisible the following method of ranging is adopted
Anonymous Quiz
13%
Direct ranging
54%
Indirect ranging
20%
Horizontal ranging
13%
Vertical ranging
1โค11๐Ÿ‘5
The fixed point whose elevation is known, is called as
Anonymous Quiz
85%
Benchmark
3%
Change point
6%
Reduced level
6%
Station
๐Ÿ‘8โค2
Which one of the following would contain water with the maximum amount of turbidity?
Anonymous Quiz
12%
Lakes
37%
Oceans
43%
Rivers
9%
Wells
๐Ÿ‘7โค3๐Ÿฅฐ1