Chapter 10

 

Clearance of Debris

 

10.1 GENERAL                    

10.1.1 Me specifications of ECAR 139, call for the surface of aprons, taxiways and runways to be kept clear of any loose stones or other objects that might cause damage to aero planes or engines or impair the operation of aero plane systems. Turbine engines are extremely susceptible to damage as a result of foreign object ingestion. Other components of aero planes are vulnerable, and some operators experience aero plane skin damage and incidents of nicked propellers as a result of loose stones or other debris becoming dislodged by slipstream, jet blast or tire action.                           

 

10.1.2 Although damage to aero planes is usually associated with engine ingestion, substantial damage to tires is also a significant aspect of the overall problem. Cuts    or bursts resulting from contact with sharp objects, untreated joints, or deteriorating pavement edges are responsible for reduced tire life and account for a large proportion of aero plane tires being scrapped prematurely. Of particular concern are tire failures during the take-off run and the resulting risk of consequential failure of neighboring tires from overloading, thereby causing an aborted take-off.                                  

 

10.1.3 Debris constitutes a potential hazard to the safety of operations and has in the past been directly responsible for aero planes abandoning take-offs or executing emergency landings. Apart from the safety aspect, the unscheduled replacement of damaged parts may involve       significant economic penalties.                         

 

10.1.4 The introduction of new aero plane types with their engines installed closer to the ground has aggravated the problem. The cleanliness of the entire airport surface should, therefore, be a matter of ongoing concern, requiring attention by airport authorities.                               

 

10.1.5 Based on operational experience, the following are some of the aspects that should not be overlooked in the development of a suitable programme intended to achieve and maintain the required standard of cleanliness in the areas concerned.                              

 

10.1.6 Experience with turbine engine aero planes indicates that one of the most effective measures to minimize the problem of debris on the movement area is frequent inspection and sweeping, including the use of ,equipment with magnetic attachments. Where aero planes operate over an extensive route network, it is sometimes difficult to pinpoint the precise location where  damage has occurred, but airports at which regular inspection and sweeping are known to be the practice are less likely to encounter this problem.                                   

10.1.7 Regular inspection by an airport official, together with a nominated representative of the operators, is already a recognized procedure at many airports and can form the basis for regular airport inspection reports testifying to the effectiveness of the cleaning programme. Arrangements for such joint inspections (which should permit access to all operational areas, including runways and taxiways, as well as the immediate apron area) and the development of a proper reporting form can be carried out in consultation with a representative of the operators. In one State, this procedure has been used to establish a sweeping priority/frequency programme, which includes of the debris to determine its origin.

Thus, areas where debris is most likely to occur can be isolated and       cleaning operations in those areas increased. Where the source of debris can be established, remedial measures can also be taken with those responsible. In connection with this programme, a plan of the paved area is divided into conveniently sized squares, 20 m x 20 in, to assist in pinpointing the location of any debris found.                            

 

10.1.8 A potential source of debris, particularly on aprons, obviously stems from the activities of the operators themselves in the handling and servicing of their aero planes. Airline personnel receive training and recurrent reminders on the need for apron cleanliness, but airport authorities can also assist by ensuring that covered receptacles for litter and other debris are provided in       sufficient number and are used. Such receptacles should also be provided on all vehicles routinely used on the movement area, regardless of ownership.                            

                       

10.1.9 Other apron users, such as aero plane caterers fuel suppliers, forwarding agents and handling agents, do not come under the direct supervision of the operators.     Airport authorities should check that those engaged in the provision of such services have also taken steps to instruct their staff properly regarding the prevention of litter and the      disposal of waste material. Widespread use of polythene bags and sheets by the catering services and aero plane maintenance personnel, and as temporary protection for freight or components against weather, considerably increases the chance of engine ingestion of this type of material. Engine failures have occurred as a direct consequence. Sand used to clean fuel and oil spillage from aprons is a further potential cause of turbine engine and propeller damage and should be immediately and efficiently removed after use.                                 

 

10. 1. 10 Cargo areas, by the very nature of the operations they support, are particularly susceptible to contamination from strapping, nails, paper and wood, which            may become detached from crates or other containers in the course of freight handling. Other equipment which has been found in cargo areas includes loose buckles from cargo tie down nets, loose turnbuckles and large sheets of polythene film. To the extent that forwarding agents operate in these areas, the airport authority should require that they assume their share of the responsibility for keeping it in good condition. Where night activities are frequently involved, good illumination is necessary so that the areas can be kept clean.                               

10. 1. 11 On taxi ways, bypass areas and holding bays, and on runways themselves, the presence of stones and other debris as a result of erosion of the adjacent areas can constitute a problem, and guidance on preventive measures, including the sealing of runway and taxiway shoulders, is already contained in Part 2 of the Aerodrome Design Manual (Doc 9157). The need for adequate sealing has been highlighted by the introduction of large jet aero planes with greater engine overhang. Until runway and taxiway shoulders are adequately sealed, care is needed to ensure that vegetation and grass cuttings do not present an ingestion problem to overhanging engines. Moreover, the areas immediately adjacent to the paved and sealed surfaces            should also receive regular inspection and attention tonsure that debris which could subsequently find its way onto the more critical areas is not present.                                

10.1.12 Deterioration of the bearing surface itself, leaving loose sand, fragments of concrete and bitumen, is another possibility, and concrete joints, if not properly filled, are excellent traps for debris. Such joints should be filled to permit effective sweeping. There is also an       indication that kerosene spillage on bitumen taxiways and runways, caused by the venting of fuel tanks of aero planes in motion, can result in deterioration of the surface and engine ingestion problems.

 

These areas should be frequently inspected and prompt repair work carried out, whenever necessary, so as to prevent further break-up of the pavement.

                                   

10.1.13 Sand and grit remaining on the runway, after serving to improve runway braking action under icy conditions, form debris which should be removed as soon           as possible after their requirement ceases. Similarly, slush containing sand, grit and lumps of ice should be removed from the pavement as soon as possible.                                   

 

10.1.14 Where construction is in progress on an airport, the authorities should, if possible, prohibit use of           the movement area by contractors' vehicles or at least minimize it by restricting them to marked lanes, particularly when they are engaged in transporting the type of        loads from which spillage frequently occurs, such as building waste, gravel and fill. Earth and stones adhering to the wheels of such vehicles can also become dislodged and subsequently create a hazard to aero planes using the same areas. Where building construction is in close proximity to the movement area, it is important that some form of screening be provided to prevent sand and small stones from being blown onto the movement area by high winds or jet blast. Following the completion of construction, the contractor must remove all debris from the surrounding areas.                                      

 

10.2 EQUIPMENT FOR THE REMOVAL OF DEBRIS                         

 

10.2.1 Different methods for providing clean airport      pavement have been developed by airport authorities throughout the world. Removal of debris is generally accomplished by utilization of mechanical units, such as power brooms and vacuums or compressed air sweepers, which are operated on the pavements to be cleaned.                                    

 

10.2.2 Magnetic beam trailer.   This unit is a two wheeled trailer designed for towing on runways to magnetically pick up loose metallic objects from the surface. Permanent magnets are mounted across a bar to which brush segments are attached. The bar is lowered to a sweeping position and the magnet attracts the metallic objects, gathering them from the pavement surface. However, it would appear that powered sweeping brooms are more effective for removing these objects from the surface.                                               

 

10.2.3  Mechanical sweepers should have characteristics such that the maximum possible amount of debris is removed in each pass of the unit at the required operating speed: for fine sand, thinly spread on the surface of a pavement, pick-up of the order of 98 per cent in one pass has been achieved at speeds in excess of 16 km/h; for small, ferrous, metallic debris, magnetic trailers can achieve up to 100 per cent pick-up in one pass at the required operating speed. If mechanical debris removal units are to be operated on active sections of the movement area, it is most desirable that they have a high operating speed capability so that they present minimal interference to aero plane operations. Some modem, truck-mounted sweeping units are capable of sweeping at speeds up to 40 km/h. It is generally a characteristic of mechanical units, however, that their pick-up efficiency decreases significantly with increases in operating speed.       

 

10.3 SWEEPER TESTS

10.3.1 Sweepers should be tested regularly by a performance test. A description of the practice being used by   one State for performance testing is given below.                         

(a) Select a flat, smooth, bituminous, concrete area and mark out a section 6 m x 2 m on the surface.                        

(b) Assemble a 0.45 kg mixture comprising equal portions of each of the materials (dry) specified as medium/fine gravel, coarse sand and medium/fine sand.       

(1) Medium/ fine gravel. The gradation of this material is such that 100 percent shall pass a 9.5 mm screen size and not more than 2 per cent pass a 2.4 mm screen size.           

(2) Coarse sand. The gradation of this material is such that 100 per cent shall pass a 2.4 mm screen size no particles pass a 0.6 mm screen size.                         

(3) Medium/ fine sand.  The gradation of this material is such that 100 per cent shall pass a 0.6 min, screen size and no particles pass a 0.3 mm screen size.       

       (c) Obtain eight stones, spherical in shape, 50 mm diameter, and one of each of the following: 6 cm nail, 12 mm diameter ball-bearing, a piece of aluminum (50 mm square x 1.2 mm thick), and 12 min, nut.                             

       (d) Spread the mixture of medium-fine gravel, coarse sand and medium/fine sand evenly over the test area. Along one diagonal of the test area, place the eight stones at equal spacing, and along the other diagonal, place the nail, ball-bearing, aluminum square and nut at equal spacing.                        

       (e) The sweeper shall be operating normally and, on passing over the prepared test area at 16 km/h, shall pick up and retain 98 per cent of the sand and gravel     and 100 per cent of the stones and miscellaneous objects.                                

 

10.3.2 In the event of a sweeper failing to comply with a performance test, action should be taken to restore the sweeper to the acceptable operational standard of performance. The frequency of sweeper tests will depend largely on the utilization of the unit. It is common practice to undertake such tests on a regular weekly basis.