Every now and then, setting up for landing on a wet, short runway, I hear that we should consider the grooved runway to be dry.
I have flown aircraft that allow this, but the Gulfstream does not in the case of the G450. (They do on the G150.) There isn't a lot of current research out there, most of it was done forty years ago. Aircraft manufacturers can take advantage of grooved runways in performance numbers if they wish, but they don't have to.
The Regulatory View
[AC 150/5200-30D, ¶4.71] Pavement Surface Modification. Surface texture and surface treatment modifications by themselves will not increase the coefficient of friction of ice formed on the surface, but both will enhance the response of chemical treatment.
- Pavement Grooving. Grooves cut into the pavement will trap anti-icing/deicing chemicals, reduce loss, and prolong their actions. Grooves also assist in draining melt water and preventing refreezing. There is empirical evidence that grooves and porous friction courses modify the thermal characteristics of a pavement surface, probably by reducing the radiant heat loss, and delay the formation of ice. There do not appear to be any negative effects from grooving pavements.
- Porous Friction Course (PFC). PFC has generally the same benefits as grooving. Open graded asphalt concrete is less effective in improving coefficient of friction under icing conditions because the open spaces will fill with compacted snow and, to a lesser extent, with ice in the case of freezing rain. Most maintenance personnel have found that chemical treatment rates may need to be increased on this type of pavement compared to dense graded asphalt concrete because of drainage of the chemical. The drainage characteristics also change as sand accumulates in the voids and plugs them.
That tells us grooving works. But how well?
Figure: Test aircraft, from Pavement Grooving and Traction Studies, page 121, figure 2.
NASA Wallops Station Tests
The NASA Langley Research Center conducted tests to determine the affects of grooved runways on aircraft braking performance at the NASA Wallops Station in 1968. Flight tests were conducted using an Air Force F-4D aircraft and a NASA Convair 990 aircraft. The results were presented in a conference report that compiled 27 papers from this and other studies. It is dry and convoluted writing, 521 pages of it, but there is a lot to be gained from selective reading. A copy of the report is linked, and excepts follow.
While the study covered various topics, such as tire wear and runway drainage, only three of its focus areas are of interest to us here:
- Grooved runway impact on tire rolling resistance.
- Grooved runway impact on tire cornering ability.
- Grooved runway impact on stopping capability.
Figure: Effect of slush covered runway grooves on directional control of 990 aircraft, from Pavement Grooving and Traction Studies, page 63, figure 24.
Test set up
- [pg. 35] The purpose of the evaluation at the track was to determine which groove configuration, out of 19 configurations tested, offered the best aircraft tire braking capability; on the basis of these test results, the 1-in. x ¼-in x ¼-in. groove configuration was selected.
- [pg. 35] Runway 4/22 at NASA Wallops Station was selected, with test surface modification work (including installation of selected groove configuration) being completed in late 1967. Full-scale aircraft tests to determine the effects of grooved runway surfaces on aircraft landing and take-off operations under dry, wet, flooded, and slush-covered conditions were started February 1968.
- [pg 40] Nearly 200 test runs with an F-4D jet fighter and the 990 4-engine jet transport have been made on the landing research runway at NASA Wallops Station. With the data obtained from these two fully instrumented test aircraft, several factors affecting aircraft ground performance were evaluated.
Aircraft tire rolling resistance
Figure: Effect of runway wetness condition and surface configuration, from Pavement Grooving and Traction Studies, page 49, figure 2.
- [pg. 37] With the pavement surface under flooded conditions (water depth varied from 0.2 to 0.3 in.), the rolling resistance coefficient of the smooth 27.5 x 7.5 test tire increases with speed but the data indicate no significant difference in the values obtained on the ungrooved concrete and those obtained on the other test surfaces. For damp conditions with no standing water on the surfaces, the rolling resistance values obtained on the ungrooved surface remain constant between 0.03 and 0.04 with increasing forward velocity.
- [pg. 38] The results of these unbraked tired tests indicate that transversely grooved pavement surfaces do not significantly affect tire rolling resistance.
Aircraft tire cornering ability
Figure: Cornering force, from Pavement Grooving and Traction Studies, pages 50 - 53, figure 3.
- [pg. 38] In this figure the cornering force obtained for each particular surface configuration is divided by the cornering force value obtained under the same conditions on the dry ungrooved surface. This value is then multiplied by 100 to express it as a percentage of dry ungrooved cornering force.
- [pg. 38] In general, the data show that a greater percent of the dry ungrooved surface cornering force was obtained on the damp test surfaces as compared to that obtained for flooded conditions. For similar wetness conditions, the data obtained on the ungrooved test surfaces are significantly lower than the data obtained on the sawed-groove and flailed-groove test surfaces. However, the degradation in tire cornering force developed on the saw-groove test surfaces for flooded conditions is substantially less than that fro the damp surface condition, particularly at the higher, more critical speeds.
- [pg. 38] The data in [the figure] show that under flooded conditions the sawed groove configuration of 1 in. x ¼ in. x ¼ in. maintained the greatest percent of dry ungrooved surface cornering force throughout the test speed range.
A grooved runway gives you a definite advantage on takeoff in either the stop or go scenario. If the takeoff is continued, this so-called cornering ability helps keep you within centerline tolerances.
More about this: VMCG - Minimum Control Speed Ground.
Aircraft tire braking effectiveness
Figure: Braking effectiveness, from Pavement Grooving and Traction Studies, page 52, figure 4.
- [pg. 39] In general, the locked-wheel friction coefficient data obtained on both the sawed- and flailed-groove surfaces are significantly higher than the data obtained on the ungrooved concrete test surface throughout the test speed range. However, as speed is increased, there is a rapid reduction in the locked-wheel friction coefficient obtained on the ungrooved and flailed groove test surfaces.
Figure: Landing field lengths, from Pavement Grooving and Traction Studies, pages 109 and 110, figures 2 and 3.
- [pg. 107] The present study of the effects of transverse runway grooving for the 990A and F-4D airplanes with regard to adverse-weather landing field lengths and balance take-off field lengths indicates the following conclusions:
- Transverse runway grooving effectively reduces landing field lengths under adverse weather conditions for a variety of runway surfaces.
Figure: Balanced field lengths, from Pavement Grooving and Traction Studies, pages 111 and 112, figures 6 and 7.
- Essentially dry balanced field take-off performance is attainable for grooved runway surfaces in a wet and puddled condition, since grooving increases the critical engine-failure speed to practically dry-surface values.
Figure: Balanced field lengths on slush, from Pavement Grooving and Traction Studies, page 113, figure 10.
- Only slight reductions in balanced field lengths are provided by grooving for take-off from slush-covered runways.
[14 CFR 25 §25.105(c)(1)(ii)] The takeoff data must be based on . . . At the option of the applicant, grooved or porous friction course wet, hard-surfaced runways.
[14 CFR 25 §25.109(d)] Accelerate-stop distance. . . . At the option of the applicant, a higher wet runway braking coefficient of friction may be used for runway surfaces that have been grooved or treated with a porous friction course material.
[14 CFR 25 §25.1533(3)] Additionally, at the option of the applicant, wet runway takeoff distances may be established for runway surfaces that have been grooved or treated with a porous friction course, and may be approved for use on runways where such surfaces have been designed constructed, and maintained in a manner acceptable to the Administrator.
I've flown aircraft that allowed pilots to consider wet grooved runways to be essentially dry. The Gulfstream G450 does not. The performance section of that AFM does not mention runway grooves at all. The only thing in our books on the subject appears in G450-OIS-02:
[G450-OIS-02, page 19] For landing operations on a wet, grooved runway, data in this OIS will be conservative.
This leads me to believe Gulfstream has not factored in grooved runways and wants you to use it as a safety pad.
More about this: Braking Action.
14 CFR 25, Title 14: Aeronautics and Space, Airworthiness Standards: Transport Category Airplanes, Federal Aviation Administration, Department of Transportation
Advisory Circular 150/5200-30D, Airport Field Condition Assessments and Winter Operations Safety, 3/8/2017, U.S. Department of Transportation
Gulfstream G450 Operational Information Supplement, G450-OIS-02, Contaminated Runway Performance, Revision 1, August 3, 2011
NASA SP-5073, Pavement Grooving and Traction Studies, 1969