The theory of air-decking Creating air-decks Quarry Management April 1997

Similar documents
Drilling and Blasting Technology Prof. Kaushik Dey Department of Mining Engineering Indian Institute of Technology, Kharagpur

The basic patterns of drill holes employed in opencast mines are

Matrix Blend Series. Technical Information. Properties. Description. Advantages

Prism Mining Prism Mining Pty Ltd ABN

Raeburn Quarry. Development Proposal and Environmental Management Plan

Safe distances when using explosives

AIRBLAST CONTROL TECHNIQUES IN OPEN CUT MINES. Alan B. Richards and Adrian J. Moore Terrock Consulting Engineers Pty Ltd

COMPLIANCE CHECK to the AEISG CODE

ICHEME SYMPOSIUM SERIES NO. 144

Is Lime Souring Your Valve Operation?

Seismic Sources. Seismic sources. Recorders. Requirements; Principles; Onshore, offshore. Digitals recorders; Analog-to-Digital (A/D) converters.

Module 03 Accident modeling, risk assessment and management Lecture 04 Explosions

BLASTING REPORT APPENDIX ENVIRONMENTAL IMPACT STATEMENT

EXPLOSIVES An Introduction By Nigel Cooper. What is an explosive?

Is Lime Souring Your Valve Operation?

VTCA Safety Seminars Blasting Safety

Design Enhancements on Dry Gas Seals for Screw Compressor Applications

MODELLING OF FUME EXTRACTORS C. R.

High Altitude Deployment Article By Jim Jarvis Rockets Magazine, June 2011 Edited May 2013

R. F. Favreau Ph. D. Professor Emeritus, Royal Military College, Kingston On

W I L D W E L L C O N T R O L FLUIDS

Electronics the Art of Blasting turned Blasting Science. Sandy Tavelli / John Alkins

Sandvik Jaw Crushers

Moyno ERT Power Sections. Operational Guidelines

Recognizing IEDs TLO. Introduction. Learners will identify the primary components of commonly found IEDs.

An underwater explosion is an explosion where the point of detonation is below the surface of the water.

Contents USER S GUIDE NONEL USER S GUIDE TECHNICAL DATA SHEETS INITIATION SYSTEMS TECHNICAL DATA SHEETS EXPLOSIVES TECHNICAL DATA SHEETS ACCESSORIES

A hose layline contains important information for specifying the replacement assembly: manufacturer, hose trade name, working pressure and hose ID.

Testing Services Overview

Technical Bulletin 161. How Deep Can I Design my Aeration Tanks? by:

Vibration and Pulsation Analysis and Solutions

Ball Beating Lubrication in Refrigetation Compressors

HIGH FLOW PROTECTION FOR VARIABLE SPEED PUMPS

Drilling Efficiency Utilizing Coriolis Flow Technology

Wire ropes condition monitoring: conception and embodiment

Autodesk Moldflow Communicator Process settings

THE DRILLING & BLASTING OF ROCK ENCOUNTEREDIN AN EXCAVATION IS AN ACCEPTED PROCEDURE TO ACCOMPLISH THE EXCAVATEDLIMITS TO BUILD A STRUCTURE.

Validation of Measurements from a ZephIR Lidar

2 FUSION FITTINGS FOR USE WITH POLYETHYLENE PRESSURE PIPES DESIGN FOR DYNAMIC STRESSES

The Challenge of Wave Scouring Design for the Confederation Bridge

Static and Dynamic Behaviour of the VersaBolt. Presented by Denis Champaigne VP Technical Services MMTI

Fig. 2. M.I. Yaroslavtsev, 2002

Author s Name Name of the Paper Session. Positioning Committee. Marine Technology Society. DYNAMIC POSITIONING CONFERENCE September 18-19, 2001

Blast Damage Consideratons for Horizontal Pressure Vessel and Potential for Domino Effects

COMPRESSED AIR DISTRIBUTION SYSTEMS

CHAPTER 5: VACUUM TEST WITH VERTICAL DRAINS

Study on Intensity of Blast Wave Generated from Vessel Bursting by Gas Explosion

CHEM 355 EXPERIMENT 7. Viscosity of gases: Estimation of molecular diameter

Reducing Nonproductive Time

Safe Use of Explosives in Construction. Safe to Blast. Information Sheet

Crusher Bearings: Knowing the Basics Leads to Better Care

Challenges in Relief Design for Pilot Plants

PETERSEN 161-SERIES HIGH PRESSURE LIFTING AIR BAGS OPERATING INSTRUCTIONS WARNING!

GUIDELINES FOR THE SAFE USE, STORAGE, AND DISPOSAL OF EXPLOSIVES IN SURFACE MINES AND QUARRIES

Hard or Soft Shut-in : Which is the Best Approach?

CFD Simulation and Experimental Validation of a Diaphragm Pressure Wave Generator

DFT Valves. Selecting Control Valves

International Civil Aviation Organization DANGEROUS GOODS PANEL (DGP) MEETING OF THE WORKING GROUP OF THE WHOLE. Montreal, 18 to 22 April 2005

Chapter 8: Reservoir Mechanics

! Time required for inertisation output to interact with and extinguish a fire.

Pipeline Flooding, Dewatering and Venting Dr Aidan O'Donoghue, Pipeline Research Limited, Glasgow, Scotland

Oral Exam Explosives

Specialty gases in small cylinders. Combine flexibility and safety with lightweight portability. Specialty gases in small cylinders.

FLOWMETERING STORAGE TANKS FROM THE INSIDE

Laser Cutting. Nitrogen Solutions for

HiPerMax LuK tooth chain for transmissions Reliable Power Flow in the Drive Train

Experiment 18 Properties of Gases

Sandvik TIM3D Locked to target. Advanced navigation system for surface top hammer drilling

An analysis of burn cut pull optimization through varying relief hole depths

Nordberg GP series cone crushers. Wear parts application guide

LECTURE 1 THE CONTENTS OF THIS LECTURE ARE AS FOLLOWS: 1.0 AIRWAYS CONNECTED IN SERIES AND PARALLEL. 1.1 Airways Connected in Series

Calculation of the Internal Blast Pressures for Tunnel Magazine Tests

Fail-Safe Design by Outer Cover of High Pressure Vessel for Food Processing

Fall Protection at the Top of the Quarry Face

The Characteristics of Cavitation Bubbles Induced by the Secondary Shock Wave in an HM-3 Lithotripter and Its Effect on Stone Comminution

S P E C I A L O P E R A T I O N S : S W I F T W A T E R B O A T O P E R A T I O N S ( 1. 1 ) T A S K S K I L L D E S C R I P T I O N A N D D E T A I L

Regulatory System and Control of Explosives and Blasting in Hong Kong. Vincent Tse HKIE Seminar 18 January 2008

The Science of Quantitative Risk Assessment for Explosives Safety

DESCRIPTION AND INSTRUCTIONS FOR THE USE OF THE DESCO SHALLOW WATER MASK. (Catalog #59067)

Development of Scroll Compressors for R410A

2010 International Snow Science Workshop

Using Experimental Procedure to Improve the Efficiency of the Two Stand Reversing Cold Mill

Electronic Detonators in Vibration Control. Lawrence J. Mirabelli

Perforating Center of Excellence TESTING SERVICES OVERVIEW

Calcimeter Instruction Manual

Broadly speaking, there are four different types of structures, each with its own particular function:

Inflatable Standing Aid Device

Kinetic Model of Matter

Class 1 (Explosive) Hazmat: The Hazardous Materials Table. Hazard Classifications Used in Hazmat Table, Column 3

AIAA Brush Seal Performance Evaluation. P. F. Crudgington Cross Manufacturing Co. Ltd. Devizes, ENGLAND

OVERVIEW pg 3. Major Points to Consider pg 3 Minor Points to Consider pg 3. INSTRUCTIONS pg 4

Hydraulic Punch Drivers

Perforation Design for Well Stimulation. R. D. Barree Barree & Associates LLC

CAST IRON SAFETY VALVE TYPE 6301

Catalogue of Mines, Munitions and Explosives Training Aids

3 1 PRESSURE. This is illustrated in Fig. 3 3.

Energy Systems and Growth

Gas Emission Modelling of Gate Road Development

FAST 2K Fence Post Backfill

DRILLSCENE PROACTIVE DRILLING DECISIONS

Transcription:

Air-deck techniques have been widely used overseas in large open-pit operations for over 10 years, but the smaller hole diameters used in quarrying operations in the UK and Europe meant that any potential savings in explosives costs were small. Over the last three years, however, several UK operators have taken a fresh look at these techniques. By utilizing and adapting them they have been able to reduce significantly not only their direct explosives costs, but also associated down-line ones. To date, over 60,000 holes have been fired in the UK in all types of rocks using these techniques, and this article explains how the use of air- and water-deck techniques can play a major part not only in reducing overall costs in conventional quarrying, but in pre-splitting and specialized blasting operations to produce armour-stone. The theory of air-decking As long ago as 1940, Russian scientists came up with the idea that by using explosive charges spaced with air gaps the efficiency of the blast could be improved. Further research carried out in Russia during the 1970 s was confirmed by work in Australia and the USA. When a charge is detonated in a blasthole the tremendous initial pressure greatly exceeds the strength of the rock. A strong shock wave begins to propagate into the rock, crushing and breaking it into extremely small particles. A large portion of the blast energy is spent unproductively in the area nearest the charge (the so-called crush zone ) as the pressures produced by commercial explosives are far in excess of that required to simply fracture the rock. The pulverized region can often be observed in the area immediately around a half-barrel hole in the face. By introducing an air gap (airdeck) above or within the explosive column, secondary or multiple stress waves are produced which extend the duration of their action, thus increasing the extent of crack propagation. The reduced blasthole pressure caused by the air-deck is still capable of creating an extended fracture system and there is sufficient high-pressure gas to obtain the desired amount of ground movement. The lower peak blasthole pressure reduces the loss of explosive energy associated with excessive crushing of the rock adjacent to the hole. This process adds only microseconds to the event and an observer would not notice anything different about the blast. Creating air-decks The most convenient way of creating an air-deck is to use a gas bag. The earliest types were no more than a development of a football bladder. They were simply lowered into the hole and than inflated from the surface using a small compressor or gas bottle. They could only be used near the top of the hole since they were not capable of sustaining more than the weight of stemming. The second-generation models were of the chemical type. A sachet of vinegar and some bicarbonate of soda were placed inside a sealed plastic bag. The sachet was broken, causing the two ingredients to react, producing carbon dioxide. This type is still widely used in large-diameter (greater than 200mm) holes. The third generation incorporate an aerosol within the plastic bag. Pressing the cap down on top of the can activates a time delay of about 20s before the gas emerges. This allows sufficient time to place the bag anywhere in the hole. The bag fully inflates in a further 30s. The author, Julien Cleeton, is a senior lecturer at Doncaster College. Recently this paper has been presented at branch meetings of the Institute of Quarrying. FIG. 1

FIG. 2 FIG. 4 For the hole diameters commonly used in the UK (100-150mm) the aerosol type has proved to be the most user- friendly. The high-strength plastic used allows the bag to bear the heavy load of an explosive column for long periods of time. Air-deck volume Figure 1 shows the results of some research work done in Australia. The air-deck volume is expressed as a percentage (or proportion) of the explosive volume plus the air-decked volume. In effect, this is the amount of explosives that can be removed from the blasthole and substituted with air (or water). The graph indicates that as much as 30-40% of the explosive charge can be replaced by an air-deck before a significant deterioration in fragmentation is experienced. These results were produced from laboratory experiments and have been widely reported. Experience within the UK has confirmed that air-deck volumes of 25-30% can be employed in all rock types without noticeable loss of fragmentation. Standard air-deck techniques The earliest application (and one still widely used in large-diameter holes) was simply to reduce the quantity of explosives in the hole by placing a gas bag at the base of the top stemming. Figure 2 indicates how a UK quarry drilling 200mm diameter holes saves 150kg of ANFO from each blasthole. At current production rates the quarry expects to make an annual saving of 400 tonnes of ANFO. At a guide price of 350 a tonne, that equates to 140,000. The air-deck volume is 33%. Figure 3 illustrates the quantity of explosive that can be removed from a hole with a 20% air-deck volume using 110mm, 125mm and 150mm diameter holes 16m deep. With guide prices of 35p/kg for ANFO, 75p/kg for packaged emulsion, 60p/kg for bulk emulsion and assuming a gas-bag cost of 5, the savings can be easily worked out. Even in a 110mm hole, for example, removing 20kg of bulk ANFO could save 2 a hole. Removing 30kg of bulk emulsion could save 13 a hole. If that is translated into a 20,000-tonne blast the savings are in excess of 550. Reducing oversize from the stemming area The production of oversize material is an inevitable consequence in blasting operations. A typical blast may produce 10-15% of material that requires secondary breakage. Most quarries deal with it on an ad-hoc basis, paying little regard to breakage costs. An indication of cost can be achieved by basing it on the hire of a suitable machine capable of dealing with 600 tonnes a day. This would cost approximately 50p/tonne. A 20,000-tonne blast could produce 2,000-3,000 tonnes of oversize material requiring secondary breakage at a cost of 1,000 to 1500. The majority of oversize is produced from the stemming area and the rule of thumb in conventional blasting is that stemming depth should be between 0.7 and 1.0 x the burden. Reducing it further may increase the risk of stemming ejection and flyrock. By placing a gas bag in the stemming area an air-deck can be created, allowing the explosive gases to do useful work higher up the hole without the risk of stemming ejection. Figure 4 illustrates such an example. The quarry has created a 5m air-deck by stopping the explosive column at 7m (as opposed to the normal 5m) and by reducing the stemming from 5m to 2m. This represents a 28% air-deck, through which a saving of about 25kg of ANFO has been achieved. This saving more than covers the cost of the gas bag. By reducing the stemming depth the quarry has dramatically reduced the quantity of oversize produced in the blast from around 10% to 2%. In a 20,000-tonne blast this represents a saving of 800. A further spin-off has been much reduced backbreak and a cleaner crest. Water-deck techniques In order to reduce costs, most quarries try to maximize the use of ANFO, which is a relatively cheap and highly effective explosive. FIG. 3 Quarry Management April 1997

Indeed, many quarries have dispensed with a conventional, packaged base charge altogether. Where water is present it is necessary to resort to waterproof, packaged explosives. Even with as little as 1m of water in a 110mm blasthole at least 3m of waterproof explosive is required to get out of it. Figure 5 illustrates how a quarry has simply dropped a gas bag on top of the water, so that the rest of the hole can be loaded with ANFO. The shock wave from the explosive creates a pulsed infusion effect through the water which breaks out the toe. In some quarries it is common practice on a 15m face to bag-off up to 3m of water. Some quarries prefer to place their normal waterproof base charge in the hole. This may still leave water above it. Rather than continue with a waterproof charge, fig. 6 shows how a gas bag can be placed on top of the water. There may be additional initiating costs but these are more than offset by the savings in packaged explosives (see fig. 6). Gas bags can even be placed down a water-filled hole using a suitable weight which can easily be retrieved. Reduction in maximum instantaneous charge If there is a need to reduce ground vibrations from blasting operations, the first option is usually to employ multi-delay techniques. Two delays per hole cope with most situations, but as the site boundary or property are approached, more drastic measures may have to be considered. Reducing the borehole diameter and/or splitting the face are both costly and create logistical problems. The next option is to go to three delays per hole. Such an arrangement greatly increases the cost and complexity of the initiation system. Figure 7 shows how a hole was loaded in a quarry where vibration control was essential. In order to maintain an agreed peak particle velocity (PPV), two delays per hole were used to achieve a maximum instantaneous charge (MIC) of 96kg. As they approached closer to property the PPV levels began to rise. The site management were considering three delays per hole, but decided to try air-deck techniques first. The diagram shows how they reduced the MIC from 96kg to 68kg. There was no deterioration in the fragmentation or throw of the blast and they achieved a satisfactory reduction in PPV levels. The cost of the gas bags has been barely covered by the ANFO removed from the hole, but the quarry has avoided the time and expense of having to use a third delay. The overall air-deck volume is 35%. The photograph at the beginning of the article is of a 35,000-tonne blast using this design. Production of armour-stone The production of armour-stone has usually been dealt with by simply picking out boulders of a suitable size from the primary blast. When there has been a greater demand, some quarries have altered their blasting to increase the quantity of oversize. This has meant opening up the drilling pattern and heavily decking the holes. Although it may work well initially, inevitably the quality of the face begins to deteriorate rapidly. The ratio of large stone to small begins to fall and production rates tail-off dramatically. In recognition of the growing demand for rock-armour materials, at least one company has formed a central marketing unit to tackle the challenge of river and costal protection. Other quarries have also decided to investigate the possibility of producing armour-stone as a mainstream operation. FIG. 5 FIG. 6 FIG. 7

FIG. 8 Figure 8 shows two designs that have been used successfully at a basalt quarry drilling 105mm holes on a burden of 4m and a spacing of 2m. The blasts have consistently produced an acceptable distribution of stone sizes, while maintaining clean faces with no toes or overhangs. Similar designs have also been used in limestone. Blast ratios of around 13 tonnes/kg are achieved with these designs. Two points should be emphasized with these examples: burden is double the spacing as many holes as possible are fired on the same delay. Referring back to fig. 1, the graph indicates that air-deck volumes of 60-75% will produce much larger fragmentation. This was confirmed in these blasts. The armour-stone design showing a single air-deck in fig.8 can also be very useful in another situation commonly found in quarry blasting. When a production blast is fired from a free end there may be ample burden in front of the hole, but the burden to the side may be very light. Often it is decided to heavily deck the hole. This can cause hang-ups on the face, resulting in unsafe loading conditions. By creating a large air-deck above the base charge, useful work can be done throughout the length of the hole. This gives a much better chance of leaving a clean stable face. Pre-splitting Conventional pre-split techniques usually employ a number of closely spaced (1m), lightly charged holes fired simultaneously. Multi-strand or specialist detonating cord is used as the explosive charge. It is an expensive and time-consuming operation, however, and airdeck techniques can greatly reduce both. Figure 9 illustrates typical guidelines. As with conventional pre-splitting, it is desirable to fire as many holes as possible instantaneously. FIG. 9 Miscellaneous applications Air-deck techniques can be used in a number of other situations. Figure 10 shows how they can be used in light/under-burdened holes. Sinking shots are always a problem because of the shallow holes used. Figure 11 illustrates a design that has been used many times, with the gas bag literally placed on top of the explosive column. If the rock is competent, the gas bag may be placed even higher. Quarry Management April 1997

The effective stemming of toe holes can be difficult to achieve even with paper bags or layflat filled with dust/chippings. Figure 12 shows how a gas bag can give a very effective seal, greatly minimizing the risk of ejection. In dimension-stone quarrying operations, the quantity of black powder required could be reduced by incorporating an air-deck. Where cavities are a problem, fig. 13 indicates how a gas bag can easily block the hole. They are also useful as a plug if drilled holes have to be left for long periods. Conclusions The experience of users in the UK (and Ireland) over the past three years has clearly demonstrated that there are significant cost savings in using air-and water-deck techniques. They can be applied whether quarry personnel carry out the blasting themselves, or if bulk-emulsion systems are employed. There are other benefits, which, although more difficult to quantify, can improve the safety, performance and viability of the blasting operation. References 1 MELNIKOV, NV. and L.N. MARCHENKO: Effective methods of application of explosion energy in mining and construction, 12th symposium on Dynamic Rock Mechanics, AIME, 1971, New York. MELNIKOV, NV. et el: A method of enhanced rock blasting, translated from Tekhnicheskie Problemy Bazrabotki Poleznykh Isko Paemykh, no. 6, 1979. MOXON et al: Air-decked blasting techniques: some collaborative experiments, IMM transactions, April 1993. FIG. 12 FIG.13