blast managementblast management- environmental ... blast plan/ screening. vibration prediction...
TRANSCRIPT
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Blast management- Environmental impactBlast management Environmental impactMathias Jern (mathias.jern @ nitroconsult.se)
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Blasting Management
Vibrations
Environmental - impactBlasting Management
Vibrations
Airblast
Fly rock
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Blasting Management
What is vibrations (seismic waves) and how are they formed
VibrationsBlasting Management
What is vibrations (seismic waves) and how are they formed
Why are they monitored
How do we predict (and if necessary reduce) them
How are they monitored (and airblast)
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VibrationsHow are they formed?Vibrations
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Detonation
1 kg e plosi e >1 kg explosive => ca 1 m3 gas5000 m/s VOD
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Nitro Consult Blasting
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Fragmentation/ Gas expansion/ movement
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What is a seismic wave?
• Wave types in soil/rock:
What is a seismic wave?
Wave types in soil/rock:– Body waves– Surface waves– OthersOthers
• Requires a medium • Involves particle motion• Transports energy !
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Vibrations
Energy:
Fragmentation ca. 1 %Movement ca. 37%Vibrations ca. 7 %
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Monitoring of vibrationsMonitoring of vibrations
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What decides size, frequency, ”shape”?
Source influence
What decides size, frequency, shape ?
Source influence measurement location influence P, S and R waves
G l Geology:•mode conversions•Scattering•attenuation geometric/intrinsic•attenuation - geometric/intrinsic
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Single hole shot, monitored at 9 different loations
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Example
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Why are they monitored (damage, comfort)?Authorities, complaints, regulations, STANDARDSWhy are they monitored (damage, comfort)?
Standards: residential houses
Sweden
PPV
(mm
/s)
Frequency (Hz)
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Nitro Consult AB
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USBM RI 8507 (1980)(1980)
Damage can be related to Strain (and resonance due to natural frequency)natural frequency)
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Unfortunately: Humans and Buildings are not sensitive for the same kind of vibrations
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Damage to buildings
Its important to remember that there are cracks in all houses: inner stress, variations in t t d h idit S i d d t l l ll t t i th b ilditemperature and humidity. Snow, wind, ground water level all creates strain on the building.
In order to be a true problem, from the damage perspective, the effect from the blast have to be large in relation to all these other effects.g
Inspections of new houses not affected by vibrations:
Outside of house (walls) Outside of house (foundation) Inside of house
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Vibration prediction Charge weight scaling law
Ch d di t l
Vibration prediction
Charge and distance only
Superposition modelsIncludes time
Monte Carlo model
Uncertainties / ScatteringIncludes blast plan/ Screening
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Vibration prediction Charge weight scaling law
Vibration prediction
B
wherev maximum peak particle velocity (mm/s)
B
qrAv
max
vmax = maximum peak particle velocity (mm/s)r= distance (m)q= charge weight (kg)A= site specific constantB= site specific constant
qr is often called SD (scaled distance)
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Vibration prediction
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Vibration predictionVibration prediction
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Case study: AVM project: Quarry, Gotland, SwedenCase study: AVM project: Quarry, Gotland, Sweden
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Single hole shots Single hole shots
Vibration monitor
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Single hole shots
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Shot 1-2Single hole shots
Shot 10 - 3
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The seed wave and the superposition model
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The seed wave and the superposition model
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The seed wave and the superposition model
Example of four different single hole shots recorded, mp 7
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The charge weight scaling law equation
B
y = 2636x-1.8848
R2 = 0.9133
1000
where
B
qrAv
max
10
100
Vmax
(mm
/s)
wherevmax = maximum peak particle velocity (mm/s)r= distance (m)q= charge weight (kg)A it ifi t t
1
VA= site specific constantB= site specific constant
r
0.11 10 100 1000
SD
qr
is often called SD (scaled distance)
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Regression analysis – all data
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Regression analysis – dependent on monitoring position
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Regression analysis – dependent on monitoring position
S SSolid rock Soil
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Regression analysis – point of interest
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P- wave velocity
monitor 1 monitor 2
324 m in 61 ms => approx 5300 m/s.
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Blast plan
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Calibration blasts
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Data frombl tblast
Calibration
Result from simulation
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Result NonelIkon
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Result from the model
Using the modelUsing the model
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Delaytime
Model of blast 3 Delay time 1-50 msy 50
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Direction of excavation
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Distance
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Initiation system
I-kon (electronic) Nonel (pyrotechnic)
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Decked charges
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Conclusions
•If fully charged holes are used together with 35 ms delay timeIf fully charged holes are used together with 35 ms delay time,•It is possible to blast at 255 m distance from POI (without exceeding 4 mm/s). At shorter distances other actions ex. decked charges are needed.
•The advantage with the MC model is that its possible to investigate the effect of different blast patterns, delay times etc.•The model also reduces the spread in predicted data since moreThe model also reduces the spread in predicted data since moreparameters can be determined.
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Monte Carlo model VS Charge Weight Scaling Law only
MC: prediction: CWSL: prediktion
At 255 m distance the risk is 8% to go above 4 mm/s (average 3.2mm/s)
At 300 m distance the risk is 8 % to go above 4 mm/s (average 2.5 mm/s)
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Airblast
Parameters Parameters
Prediction
Responce – houses
Actions to reduce airblast
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AirblastImportant parameters
Many important parameters some difficult to control (Low frequency you can not hear it):
Important parameters
Many important parameters, some difficult to control (Low frequency, you can not hear it):
Distance
Maximum instantaneous charge:
Coupling – explosive/air
Height and direction of bench , burden
Topography
Direction of initiation
Weather conditions
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Where Pmax = pressure (Pa)r = distance (m)
Airblast- predictionr distance (m)q= max instantanious charge(kg)A= constantB= constant
B
qrAP
3max
Pa)
essu
re (P
Pre
Distance (m)
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FloorAirblast - responce
Foundation
Air ShockAir Shock
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Blasting Management Br
Airblast – How to reduce airblastBlasting Management
High levels of air pressure have often its cause from explosives that detonates into free air
qrAP
3max
High levels of air pressure have often its cause from explosives that detonates into free air. This does in its turn often depends on that close by detonations has removed the “cover” from the explosive.
The air overpressure can often be reduced if the stemming is properly placed and consists of a proper material.
Bad weather conditions can sometimes be the cause and some quarries chose to wait for better weather if possible (i.e. change in wind direction)
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Vibrations and AirblastsHow are they monitored?Vibrations and Airblasts
MiniLR20 batteriesNormally usedby Nitro
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Only one bus cable‐INFRA sensors are connected with T‐couplings
‐Up to 15 sensors on one logger (Mini/Master)
‐Up to 800 m cable length
‐6 meter drop cable
‐The logger supplies power
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Remote configuration of instrumentsWith INFRA Remote you can change standards, trigg levels, etc.
You can see battery‐, gsm‐ and memory status.
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AutoCAD map support
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Support for Google Maps
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Measurement report
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Wave forms with frequency analysis
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Continoues peak values
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Blast journal
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Automated regression analysis
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Charging table
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Blasting Management
Lundborg (Svedefo)
FlyrockBlasting Management
Charge diameter
max Throw distance
( ) ( ) Lundborg (Svedefo)
3/2
260
dL
(mm) (m)25 260 32 307 40 356
max 25260
L 40 356
45 385 50 413 70 517 76 54676 54689 606
300 1363 375 1581
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FlyrockBlasting Management
The cause of fly rock can be divided in to 4 categories:
Cratering
Flyrock
Cratering
“Face bursting”
”Rifling”
Secondary blasting
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Blasting Management
Cratering
FlyrockBlasting Management
Cratering
The stemming column of a blast pattern usually lies in a weakened layer due to subgrade damage from previous blasts. In this region, blast gases can propagate through cracks to the horizontal free surface and cause cratering and associated flyrock. Similar effects can occur if the vertical burden is insufficient. Fly rock can in this case fly in almost anyinsufficient. Fly rock can in this case fly in almost any direction
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Blasting Management
“Face bursting”
FlyrockBlasting Management
Face bursting
This occurs when explosive charges intersect or are in close proximity to major geological structures or zones of weakness in the face region. The high pressure can then readily vent to atmosphere and also impart high velocities to fragmented portions of the face. Face bursting can also occur when the front row has insufficient burden or drilling deviations fromrow has insufficient burden or drilling deviations from design. Fly rock does in this case mainly fly in a horizontal direction in front of the bench face and in an approx 120° sector in the direction of the blast (forward)(forward) .
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Blasting Management
”Rifling”
FlyrockBlasting Management
Rifling
This occurs when stemming material is inefficient or insufficient. Blast gases can vent up along the blast hole to launch stemming material and/or fragments from the collar region. The direction of fly rock does in this case coincide with the direction of the bore hole
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Blasting Management
Secondary blasting
FlyrockBlasting Management
Secondary blasting
Secondary blasting can include toe blasts and blasts used to break boulders. Although secondary blasting employs relatively small charges, all charges are relatively close to many free faces and so have the potential to launch high velocity fly rock due to these small burdens. This type of fly rock is less predictable than the fly rock caused by primary blasting. It might be a good idea to place the boulder in a place where the risk of dangerous fly rock is minimized; another solution is to cover the boulders with heavy rubber mats before blasting.before blasting.
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Blasting ManagementFlyrockBlasting Management
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Blasting ManagementCharge diameter Theoretical
maximum"Normal fly length"
Safety distance
"Normal fly length"
Safety distance
FlyrockBlasting Management
maximum fly length
length distance length distance
inch mm SveDeFo In front (m) In front(m) Back (m) Back (m)
2 51 420 85‐150 300 45‐85 170
3 76 540 110‐190 380 55‐110 220
3 1/ 89 600 120 210 420 60 120 2403 1/2 89 600 120‐210 420 60‐120 240
4 102 660 130‐220 440 70‐130 260
6 152 870 170‐290 580 90‐170 340
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Blasting ManagementFlyrock – How to reduce fly rockBlasting Management
Reduce charge concentration Reduce charge concentration
Increase stemming/ burden (stemming length should be larger than burden in fly rock backwards should be minimised)
Cover (rubber mats/ sand) Cover (rubber mats/ sand)
The condition for fly lengths described here, is that the blasting is totally controlled concerning stemming, ignition plan, cleanup of bench, bore hole precision, charging of first row etc. The thoroughness of these precautions defines the risk of fly distances longer than “normal”.
In order to keep control: Scan rock face, measure hole deviation (law in many countries), good quality stemming material. Not to many rows in the round (≤4),
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