Investimentos e Infra-estruturas Investimentos e Infra-estruturas.
Infra Design
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Transcript of Infra Design
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1.0 BASIC SCOPE OF CIVIL WORKS
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1.0 BASIC SCOPE OF CIVIL WORKS
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1.0 OTHER SCOPE OF CIVIL WORKS
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1.0 OTHER SCOPE OF CIVIL WORKS
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Scope of earthwork involves:
Site clearance Construction of temporary site access
EARTHWORK
General earthwork (cut & fill) Construction of wash trough Construct of silt trap & earth drain Construction of slope/retaining system Erosion and sedimentation control
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Site clearance
EARTHWORK scope
Cut/Fill
Temporary Access
Basement Excavation
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EARTHWORK - scope
retaining system
berm drains
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Sedimentation control
EARTHWORK scope
Check dam
Silt Fence
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EARTHWORK Design info
Topographical map / survey plan Soil investigation rock profile/soil type Existing services survey
Development layout Development layout
SITE VISIT
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EARTHWORK Design Considerations
Topographical of the site and surrounding boundaries
Existing road levels Existing stream/drainage discharge inverts Existing stream/drainage discharge inverts Existing sewerage connection inverts AVOID / minimize ROCK blasting Platform to suit type of development Slope whenever possible avoid retaining walls Silt control (ESCP)
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EARTHWORK Design Compliances
To match surrounding levels To allow future connectivity of road system To ensure NO siltation on surrounding
neighboring landsneighboring lands To ensure FOS of slope stability To ensure soil settlement within limit To ensure soil movement do not damage
adjacent properties
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EARTHWORK - Design
Platform/level design
Volume calculations BALANCE design
Slope/retaining system analysis & design
Erosion and sedimentation control plan (ESCP)
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EARTHWORK Platform Design
To suit existing contourTo suit existing contour To suit type of developmentTo suit type of development To minimize earthwork To minimize earthwork cut & fillcut & fill To avoid retaining systemTo avoid retaining system To avoid retaining systemTo avoid retaining system Design above flood levelDesign above flood level To ensure gravity flow of infra services, To ensure gravity flow of infra services,
such as sewer & storm watersuch as sewer & storm water Slope gradient Slope gradient to avoid strengthening to avoid strengthening
workwork Limit maximum road gradientLimit maximum road gradient
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EARTHWORK Volume Calculation
Methods to calculate earthwork cut & fill:Methods to calculate earthwork cut & fill: Methods to calculate earthwork cut & fill:Methods to calculate earthwork cut & fill:
Trapezoid Volume Method Cut sections Computer software
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EARTHWORK Slope Design
General design requirements:General design requirements:
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EARTHWORK Retaining system Type of retaining system:
Gabion Wall Crib Wall
RE Wall RC Wall
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EARTHWORK Retaining wall Design
General design requirements:General design requirements:
Overturning Sliding Sliding Soil pressure Strength (for RC wall)
Analysis using software
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EARTHWORK ESC Design
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The design criteria adopted for sediment are as follow: Basin Type : Dry Soil Type : Fine-grained loam, clay: more than 33%
< 0.02mm Design Storm : 3 months ARI Location of Fitted Coefficient for IDF Curves : Selangor Runoff Coefficient C : Type 5 (Bare Loam, suburban
residential with Garden)
SIZE the SILT TRAP (Volume)
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EARTHWORK ESC Design
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Determine the flow direction provide earth drains to Determine the flow direction provide earth drains to divert runoff to the silt trap
Determine locations for check dam to slow down the flow
Determine locations of silt fence to avoid spill over of muddy water into existing road & drainage system
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EARTHWORK PLAN:
SILT TRAPSILT TRAP
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EARTHWORK SECTIONS:
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DESIGN PLANFORM IMAGES
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ROAD AND DRAINAGE
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ROAD WORK Design Compliances
To match surrounding levels To allow future connectivity of road system To meet local authorities / JKR requirements
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ROAD WORK DesignTYPICAL LOCAL ROADS6m Full 6m premix12m 7.32m premix15m 9.0m premix20m- 9m or 4-lane 7.2m premix
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ROAD - Design
Road structure follow local authorities or JKR standardor JKR standard
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ROAD - Design
Road Junction Road Junction - Minimum radius to comply- Minimum acceleration and deceleration distance (depends on design speed)
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ROAD - Design
Road Alignment & super elevation for truck road or highway design
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ROAD - Design
Road Signage follow local authorities or JKR standard
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DRAINAGE
TWO MAJOR Design Objectives:TWO MAJOR Design Objectives: Storm water managementStorm water management+ Ensure post-development run-off are contain
Urban Stormwater Management Manual for Malaysia, published by Department of Irrigation and Drainage.
+ Ensure post-development run-off are contain within the development
Hydraulic DesignHydraulic Design+ ensure hydraulic structures have adequate
capacity to channel run-off
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DRAINAGE storm water management
STORM WATER MANAGEMENTSTORM WATER MANAGEMENT :-
POST DEVELOPMENT DISCHARGE < PRE-DEVELOPMENT DISCHARGE
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DRAINAGE storm water management
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Underground system
Landscape/open space
Landscape/park
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DRAINAGE storm water management
Design of Design of detention detention systemsystem Establish type of detention system Define Average Recurrent interval (ARI) Define the catchment area Define the catchment area
Determine the Permissible Site Discharge (PSD) Determine the Site Storage Requirement (SSR) Determine the outlet & emergency spillway sizes Size the retention system Computer-aided programs
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DRAINAGE storm water management
Channel rain water to OSD system
Volume Volume size the size the OSD (SSR)OSD (SSR)
OUTLET OUTLET limit the discharge limit the discharge (PSD)(PSD)
Overflow outlet
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DRAINAGE OSD using underground system
UNDERGORUND OSD
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DRAINAGE OSD using open space
Open Space
IN
OUT
OSD
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DRAINAGE hydraulic design
Design considerationDesign consideration Define Average Recurrent interval (ARI) for varies
type of drainage system (minor / major) Define the catchment area Determine the type of drains Determine the type of drains
Type of hydraulic structuresType of hydraulic structures Drains open, closed, covered Culvert round, rectangular Open channel main drain, lined/unlined
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DRAINAGE hydraulic design
DesignDesign Manning equation Minimum & Maximum velocity, 0.8m/s and 4.0 m/s
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DRAINAGE hydraulic design
Sample Drainage design sheetSample Drainage design sheet
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DRAINAGE hydraulic design
Open drain Covered drain
Culvert (Box)
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DRAINAGE hydraulic design
Lined Main Drain
Main drain
Unlined Drain/river
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SEWERAGE
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SEWERAGE
Sewerage NetworkSewerage Network
Sewage Treatment PlantSewage Treatment Plant
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SEWERAGE
Design compliance Design compliance (3)(3) Guidelines for Developers on the Design and
Installation of Sewerage System.
M.S. 1228 : 1991 Code of Practice for Design and Installation of Sewerage System.
Population Equivalent (PE) refer to SPANs Table
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SEWERAGE
PE TabulationsPE Tabulations
Basic PE table base on type ofBasic PE table base on type of premisespremises
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SEWERAGE
Sewerage Planning Proposal (PDC/1)Sewerage Planning Proposal (PDC/1)
1.1. Connect to existing sewer mainConnect to existing sewer main
2.2. Construct own STP (Advice on reserve & Construct own STP (Advice on reserve & 2.2. Construct own STP (Advice on reserve & Construct own STP (Advice on reserve & set back compliance)set back compliance)
3.3. Construct New Pump Station (NPS) Construct New Pump Station (NPS) advise on land reserve & set back advise on land reserve & set back compliancecompliance
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SEWERAGE
-- Open plant > 30mOpen plant > 30m-- Enclosed plant >10mEnclosed plant >10m-- Pump station > 20mPump station > 20m
Buffer Zone RequirementBuffer Zone Requirement
Land Area RequirementLand Area Requirement-- Depend on the TOTAL PE of the developmentDepend on the TOTAL PE of the development
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SEWERAGE PLAN:
STP Reserve & buffer zone
IN
OUT
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SEWERAGE RETICULATION - design
Sewerage Reticulation Design (PDC/2)Sewerage Reticulation Design (PDC/2)
1. Maximum manhole spacing 0.8 m/s4. Maximum flow velocity < 4.0 m/s5. VCP, HDPE, Concrete or Cast Iron pipes6. Sewer discharge = 50 gal/person/day6. Sewer discharge = 50 gal/person/day7. Peak Factor = 4.7x(PE/1000)-0.11
8. Hazen-Williams Equation as stated below:
V = 0.849 CR0.63S0.54 Q = AVV = velocity in meters per secondC = Hazen-Williams coefficientR = A/P = 0.25DD = diameter in millimeter S = pipe gradient
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SEWERAGE RETICULATION - Design
Sewerage Reticulation Design Sheet
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SEWERAGE RETICULATION
HDPE Pipe
VCP Pipe
Laying of sewer pipe & Manhole Concrete Pipe
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SEWERAGE TREATMENT PLANT
Compact STP
Sewage Treatment Plant (STP)
Design Effluent Discharge
1. Biochemical Oxygen Demand BOD5
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SEWERAGE TREATMENT PLANT
Mechanical STP extended aeration plant
Aerated Lagoon Plant
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WATER SUPPLY
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WATER SUPPLY
Water Resources & water treatment
Domestic water supply
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WATER SUPPLY - ScopeScope
From Water Main Apply to local water authority
Inco
min
g m
ain
Inco
min
g m
ain
Suction, pumping or reservoir, if required
Distribution net work
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WATER SUPPLY
Design GuidelinesDesign Guidelines SPANs Guidelines UNIFORM TECHNICAL GUIDELINES
WATER RETICULATION AND PLUMBING
Water Demand calculations refer to SPANs Table
Determine Highest Supply Level (HSL)Determine Highest Supply Level (HSL)
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WATER SUPPLY
Design complianceDesign compliance
1. Maximum head losses gradient 7.5m4. Minimum residual head above the highest supply level (HSL) > 7.5m5. Minimum residual pressure above the highest supply level shall (HSL) >
4.5m where supply is directly from elevated storage tank.
6. Minimum residual pressure > 7.5m from platform level based on average flow plus fire flow analysis.
7. Maximum residual pressure at any node < 30.0m for both peak flow and fire flow analysis.
8. For average flow plus fire flow analysis, draw-off at 300 gpm (22.73 lps) is used for one hydrant.
9. Minimum pipe size of reticulation main shall be 150mm diameter.
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WATER SUPPLY
Design Design HARDY CROSS MethodHARDY CROSS MethodThe network analysis for water distribution system is using Hardy Cross method and Hazen-Williams equation:
Hf = 10.7 Q1.85
C1.85 D4.87
whereHf = frictional head loss (m)C = pipe roughness coefficient, 100Q = flow in pipe (m3/s)D = internal diameter of pipe (m)
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WATER SUPPLY
Design Design result tableresult table
Ensure the residual head is MORE than 7.6m
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EXTERNAL WATER PLAN:
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WATER SUPPLY
SUCTION TANK, PUMPING STATION & RESERVOIRSUCTION TANK, PUMPING STATION & RESERVOIRThe need depends on the location, water demand of the
development.
Elevated reservoir = 2/3 Storage2/3 Storage
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Pump housePump house
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WATER SUPPLY
SUCTION TANK, PUMPING STATION & RESERVOIRSUCTION TANK, PUMPING STATION & RESERVOIR
Determine BWL for reticulation
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Incoming MUST able to reach Incoming MUST able to reach Suction Tank InletSuction Tank Inlet
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