![]() Ministry of Haj workshop (updated 23rd December 2007) Keywords: Simulating crowds, simulating behaviour, simulating people We ran a series of crowd dynamics workshops from Sept-Dec 2004 in preparation for the 2005 Haj (Jan 2005 - 1425H).
Simulation of the Rajm process for the New Jamarat Bridge Format of the Crowd Dynamics - Ministry of Haj workshops - 2004 (for 2005 Haj).
Click here to download a press article is from the Haj and Umra (Volume 59, issue 10, December 2004). Haj 2006/2007 - (2nd Jan 2007) Arab News In a press statement on Sunday evening at Mina, Prince Naif expressed his optimism on the passing of the second day of “Tashreeq” (the third day of Eid) smoothly and peacefully, because of three reasons. One, he said, was thanks to the decree by Islamic scholars that the stoning at the Jamrat at any time of the day during Haj is valid. Earlier, many pilgrims believed that the stoning had to take place after noon (Dhuhr) prayers. Prince Naif said the second reason the flow was smoother this year was due to the crowd-control procedures implemented by Civil Defence authorities. The third reason: overall increase in security personnel.. Security Forces Win Applause for Successful Haj Operation# Arab News Haj Operation Huge Success: Prince Naif Ali Hawash, Arab News Modelling the Jamarat Bridge The Jamarat Bridge was 30 years old. Following the accident at Jamarat Bridge in 2004 - Crowd Dynamics Ltd. modelled the elliptical pillars at the Jamarat Bridge and advised on several safety improvements to the site (increasing the width of the Al-Kubra stoning area, changing positions of the exit barriers (al-Kubra area) and pillar locations (ground floor). The main element of our analysis related to the change of shape of the Jamarat Pillars - from small circles to large elliptical walls. The Haj of 2005 passed without accidents as a result of these changes and the increased awareness of Crowd Dynamics by the authorities.
Above, before and after design modification for 2005 (1425H). We modelled and validated the high density build up at the Jamarah pillars and used these models to assess the aspect ratio for the new elliptical Jamarah pillar/wall design. The behaviour of the pilgrims, waiting until noon in a vast crowd, puts an enormous load on the Eastern Entrance. The width is 45 metres, the crowd can exceed several hundred thousand which exceeds the safe capacity of the entrance. We advised on the dangers of this "hard start" to the event (a "hard start" is when the crowd waits until a signal THEN proceeds to move).
In Jan 2006 an accident occurred at the entrance (see diagram above). In any high density crowded environment the areas of greatest risk are where the crowd change direction (corners) and/or change speed. Using Myriad II software we highlighted the areas of highest risk and documented this in a report to the Ministry in mid-2005. The report was ignored. To avoid repeating previous accidents a new, multi-tiered bridge has 12 different entry points and 5 levels (ground plus 4) which will change the dynamics of the entire valley. This new bridge will not be completed for the next Haj - but two levels (ground and first floor) will be operational for this Haj. Crowd Dynamics assist in modelling and design of the OLD JAMARAT Bridge (2004) for the Haj (2005)
This project included assessing the crowd dynamics on the bridge and the effect of removing pillars on the ground floor (under the bridge). By using computer simulations we we able to define (value engineering) the optimal size of the Jamarah pillars (devil stones) and the ground floor layout/configuration of the pillars. In this type of project a close liaison with the structural engineers and construction company is essential. We also highlighted, in numerous reports, the extreme high density problems at Al-Jamarat. The project was completed in 2004 for the 2005 Haj - there were no accidents in the 2005 Haj.
Below - simulation of the crowd density build up at Jamarah Al-Kubra (al-aqaba) the large Jamarah.
Below - new modelling system developed - allowing us to test changes to the geometry and/or barrier configurations
Simulation of the Rajm process for the New Jamarat Bridge
Model of the first floor of the New Jamarat Bridge
3D graphic of the Jamarat Bridge
3D CAD of the New Jamarat Bridge
3D view of the Jamarat Bridge Dr. G. Keith Still and His Excellency Dr. Habib
Presentation plaques for the work in simulating the Jamarat Bridge |