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The Ruins of the Gas Chambers: A Forensic Investigation of Crematoriums at Auschwitz I and Auschwitz-BirkenauDaniel Keren, Jamie McCarthy, and Harry W. Mazal Combining engineering, computer, and photographic techniques with historical sources, this research note discusses the gas chambers attached to crematoriums at Auschwitz I and the Auschwitz-Birkenau death camp. Among other things, the authors identify the locations of several of the holes in the roofs through which Zyklon B was introduced: all four in Crematorium I, and three of the four in the badly damaged Crematorium II. The authors began their project before David Irving's libel suit against Penguin Books and Deborah Lipstadt, proceeding simultaneously with, but independently of, the trial. The defense presented the first version of the authors' report during Irving's subsequent application to appeal. That application was rejected by the court. IntroductionZyklon B, a solid carrier for the poison gas hydrogen cyanide, was introduced through holes (sometimes called vents) in the roofs into the gas chambers of Crematorium I at Auschwitz and Crematoriums II and III in Auschwitz-Birkenau. Holocaust-deniers have focused on the issue of the holes in the roof of Crematorium II, claiming that no apertures can be observed today. The slogan "No Holes? No Holocaust!" is often repeated.1 Our research was undertaken to establish the facts of the matter, and got underway before the slogan resurfaced in 2000 during the libel trial initiated by David John Cawdell Irving against Penguin Books Ltd. and Prof. Deborah Lipstadt. This study by members and associates of the Holocaust History Project 2 identified (among other things) three of the four holes in the roof of Crematorium II, and offers a probable location of the remaining hole, currently covered by rubble. We believe that it is the first to add physical confirmation to the testimonial and photographic evidence for the location of the holes. To the best of our knowledge it presents the first attempt to employ computer vision techniques to analyze the crematorium photographs. We have used the modern numeration for the crematoriums in the Auschwitz camp complex: Crematorium I (Auschwitz main camp); Crematoriums II, III, IV and V (Auschwitz-Birkenau camp). Part I describes the physical findings and their relation to testimonies and to a ground-level photograph taken during the construction of Crematorium II. Part II covers some additional findings in that gas chamber. Part III discusses some of the aerial photographs in which the gas chamber appears. Part IV addresses the gas chamber in Crematorium I at the main camp, and Part V presents a short overview of material from the realm of computer vision, which will help readers to understand some of the computer renderings in the paper. The analysis of the photographs, combined with the new physical findings and two key testimonies that have gone largely unnoticed, has resulted in some new conclusions about the Zyklon holes in Crematoriums I and II. The search for the holes is quite a complex task, as both Crematoriums II and III were dismantled in late 1944 and later dynamited by SS sappers in January 1945 before they fled Auschwitz. The structures suffered considerable further deterioration in the following decades (see Figures 1). Part I: The Crematorium II Gas ChamberThe layoutCrematorium II was completed on March 31, 1943,3 and served as one of the major killing installations in Auschwitz-Birkenau until dismantled in late 1944; it was dynamited by the fleeing SS in January 1945. The mass murder by hydrogen cyanide has been reported by survivors and former members of the SS. These testimonies are supported by many documents; neither this literature nor the well-known chemical studies that recovered substantial amounts of cyanic compounds in the chamber's walls are pertinent to the present discussion.4 The killing process began by tricking the victims into a semi-subterranean gas chamber camouflaged as a shower room. Once the victims were inside and the door locked, SS-men protected by gas masks poured one or more canisters of Zyklon B (a porous carrier for the lethal gas hydrogen cyanide) into each of four openings in the chamber's roof. Unlike the procedure used in some of the other gas chambers, Zyklon B in Crematoriums II and III was not simply poured onto the floor, but lowered in a removable container into a sturdy wire mesh column. This container, or as we call it below, "inner core," allowed the removal of the Zyklon pellets after the victims had died.5 "Wire mesh introduction devices" (Drahtnetzeinschiebvorrichtung[en]") are listed in the crematorium's inventory.6 The removable core was necessary because the chamber had neither doors nor windows leading to the outside, save for one door that led from the hall in which the victims undressed. This mechanism allowed safe retrieval of the pellets, which might still be releasing gas after the victims were dead. Small brick "chimneys" were built over the holes in the roof. After several minutes, perhaps twenty, the victims were dead and the inner core of the introduction apparatuses holding the partially spent Zyklon B pellets was pulled out. For fifteen minutes or more a strong ventilation system cleared the air in the chamber, whereupon the door was opened and "Sonderkommando" prisoners transferred the bodies to the furnace room using the corpse-lift installed for that purpose. A solemn testimony to the number of victims is the number of "stokers" mentioned in the SS labor-deployment reports: Crematoriums II and III employed up to 220 each.7 The inner measurements of the gas chamber of Crematorium II (and that of Crematorium III) are 30 x 7 meters, with its external brick walls being 0.5 m thick. The roof slab is 8 m wide. The inside height was 2.4 m. The total volume of the chamber was therefore 504 cubic meters. Seven steel-reinforced concrete columns or pillars, with a cross-section of 0.4 x 0.4 m, supported the roof. These held a central support beam that ran the entire length of the chamber. The beam's cross-section was 0.4 m wide x 0.55 m high. The distance between the centers of the pillars was 3.8 m, while the distance between the centers of the two outermost pillars and the north and south walls was 3.6 m.8 The gas chamber's long axis is aligned almost exactly from south to north. We have numbered the seven support columns, as well as the four holes in the roof, in ascending order from south to north. Schematic drawings of the roof and the chamber are presented in Figures 2a and 2b. To examine photographs from a vantage point to the south of Crematorium II, the windows on the south wall of the main building are useful for locating the gas chamber. We number those ten full-size windows in ascending order from west to east. Window 2 is located directly over the roof of the gas chamber (though in Figure 3, Window 3 appears to overlook it). The same killing process took place in Crematorium III, which, save for some minor differences, was a mirror image of Crematorium II. The gas chamber of Crematorium III, however, is unlikely to yield further information due to the condition of that structure (see Figure 1b). Previous KnowledgeThree kinds of evidence have long indicated Zyklon B introduction holes in the roof of the gas chamber of Crematorium II, as well as the small brick "chimneys" built over them. a) The aforementioned testimonies of survivors and former members of the SS. * * * Were the wire mesh Zyklon insertion devices attached to the concrete support pillars? This hypothesis might appear reasonable, but we have found little support for it and strong evidence against it. Mr. Gideon Greif of Yad Vashem, an expert on the Auschwitz-Birkenau Sonderkommando,14 contacted at our request two Sonderkommando survivors who worked in Crematoriums II and III. Mr. Shaul Chazan and Mr. Lemke Phlishko both stated that the devices were not attached to the support columns. We are not aware of any other testimony to that effect. It has been hypothesized that the devices were attached to the sides of central pillars Numbers 1, 3, 5, and 7 for reasons of structural support. This would yield a north-south distance of exactly 7.6 m between chimneys, and, if attached to alternating sides of the pillars, an east-west separation of approximately 1 m. The aerial photographs do not support this hypothesis; in particular, the staggered smudges on Crematorium III suggest an east-west spacing of about 2.5 m, and the smudge corresponding to Chimney 4 on Crematorium II is considerably south of where this predicts. We contend that the introduction structures were supported by four iron bars on each corner and did not require the support of the concrete pillars. The presence of four such bars, as described by the witness Erber,15 is further evidence that the introduction devices stood on their own and were not attached to the concrete pillars. It has been further hypothesized that the difficulty of locating the four holes may have reflected their having been filled in before the destruction of the chamber. This does not seem likely for Crematoriums II and III. The original roof consisted of three layers: a thick stone aggregate concrete slab underneath; a thinner, finer, sand-aggregate concrete mixture above; and waterproofing bituminous tar paper in the middle. It is unlikely that the SS would have found it necessary to duplicate this work, or that this could have been done in four places without leaving a trace. There are considerable areas of the original ceiling visible from under the slab but these show no signs of tampering. In Crematorium 1 the holes were filled when the structure was converted to a bomb shelter for the SS (date unknown). The concrete roof is reinforced with crisscrossed steel rods known as rebar in the construction trade. This rebar lattice provides corroboration of the location of the Zyklon holes: holes planned at the time the concrete was poured would not have had rebar extending through them. As examples, Figure 8a depicts a typical rebar pattern in the roof over the cellar in the crematorium where the victims were ordered to undress, and Figure 8b shows both uncut rebar and rebar that has been cut and bent at the edge of a hole. One current opening in the roof, near the approximate middle on the west side, does not correspond to any known Zyklon hole (Figure 9). Nothing marks this location on any known contemporary photograph, and a piece of rebar clearly ran across the hole before being cut and bent out of the way. This establishes that it was not a Zyklon hole. It is not known who made this hole, and we have no reason to believe that it was made before the liberation of the camp by the Red Army in January 1945. Clearly it was not made in an attempt to "fake" a Zyklon hole, or else the rebar would not have been left sticking out. This hole can be ignored for our purposes. Recent FindingsOur research between 1998 and 2000 turned up strong physical evidence of Holes 1, 2, and 4 in the gas chamber roof. This is corroborated by documentary, photographic, and testimonial evidence as described above. We call attention to the following: a) The physical evidence itself. This consists of clear signs of openings; straight cast edges in the concrete of the roof; rebar cut cleanly, i.e., not stretched by the explosion; the absence of rebar in the area within the holes; and the presence of rebar bent inwards at the edges of the holes. In the following treatment all distances are from the center of the objects identified (holes, pillars, central support beam) except where otherwise specified. North-south distances from the southern end of the roof slab-not the south wall, since the roof shifted considerably when it collapsed after the explosions destroyed the gas chamber (Figures 10a and 10b). In general, the most reliable indicator of pre-explosion placement is the eastern edge of the roof, as it is broken almost entirely into large sections, is clearly visible along its length, and has an unmistakable southern corner. The relative distances of some features changed as the holes moved with the roof relative to the pillars. Hole 1 is the opening in the roof near Pillar 1 (Figure 11a). The pillar remains standing and protrudes through the surface of the roof (Figure 10b), which shifted as it collapsed. While it might appear at first glance that the opening could just as easily have been created by the explosion, careful examination proves this was not the case. Portions of straight, flat edges and a 90-degree angle survive intact, though most of the concrete around the edge was damaged by the explosion. The center of this hole is 4.1 m from the southern end of the roof slab, and 0.75 m west of the roof's center. We estimate its size at approximately 0.5 m square; this places its eastern edge at 0.3 m west of the west edge of the central support beam. The roof's lower portion was a thick layer of concrete, over which was laid waterproofing tar paper, and which was finally topped with a thin upper layer of sand-concrete. For the middle layer, brushing tar over the tar paper was necessary to ensure waterproofing. Of the original concrete edge of the hole only a few centimeters of the intact lower layer remain, in one corner, but a careful examination of that location reveals two clear drip marks where tar was brushed over the edge (Figure 11b, right). This demonstrates that the hole in the concrete was already there during the waterproofing step, while the roof was still being constructed. Hole 2 is an opening (Figure 12) that lies in an area of the roof more thoroughly destroyed by the explosion. We suggest that this hole can be identified by several characteristics. These include clean-cut rebar, short but apparently manufactured straight edges of concrete that meet at a 90-degree angle, rebar bent inwards at the edges, and most notably the absence of rebar in its open area (Figures 13 and 14). The center is 11.5 m from the southern end of the roof slab and 0.75 m from the central beam. Its size is again estimated at 0.5 x 0.5 m. The eastern edge of the hole is 3 m from the eastern edge of slab. Hole 3's projected location is in an area of the roof that is badly damaged and covered with rubble (Figure 15). Preliminary research suggests that the hole itself may have been damaged when the roof collapsed on a portion of its own support structure. This hypothesis, however, requires further investigation. At the time this study was conducted, the researchers did not have permission to conduct the large-scale movement of rubble necessary to identify the third hole, but hope permission may be forthcoming. Hole 4 can be identified by a pattern in the rebar (Figure 16). Hole 4 is at the very northern end of what remains of the roof. This was not its very northern end in 1943. To understand the location of this hole, one should observe that the northernmost 4 m of the roof have been folded back and under 180 degrees by the explosion and subsequent collapse. That portion of the roof is now lying upside-down beneath the roof slab that was originally to its south (Figures 17 and 18). There is no question that part of the roof has folded underneath itself: that it is upside-down emerges from four observations. First, the rebar along the roof's north-south axis is still largely intact at the folds, and can be observed running unbroken from the top portion of the roof, 180 degrees around, and through concrete into the bottom portion (i.e., between 3 and 6). Second, when the tar waterproofing was spread atop the concrete slab, it ran over the edge; the drips are visible to this day. On the edge of the lower portion of the roof, the tar can still be seen, flowing, as it were, upward (see also Figure 11b). Third, the upper part of "Section 6" (Figures 17 and 18) is the inner side of the roof, as seen in the imprint of the formwork. And fourth, the process of elimination: nothing resembling the missing northernmost roof slab (about 4 m in length) can be found anywhere else. Hole 4 can be identified by the unimpeded square opening set in the rebar in 1943. The surrounding edges were shattered by the explosion and the folding of the roof, leaving only the telltale rebar latticework. Its measurements are 0.5 x 0.5 m. It is possible to measure this hole's distance from the east edge of the roof with great precision: a single unbroken strand of rebar can be traced from that edge, through several pieces of concrete, to the hole itself. That distance is 3 m, with an error margin of approximately 1 cm. Like hole 2, the center of hole 4 is located 0.75 m east of the roof's center. Its north-south location is subject to some error due to breaks in the roof slab to its south and an uncertainty concerning the whereabouts of the roof's northern edge (also, now, to the south of the hole). We estimate its location at 25.5 m from the southern edge of the roof slab, with an error margin of perhaps as much as 1 m. Holocaust-deniers have argued for some time that all holes in the roof of the gas chamber were created after the war. Setting aside the obvious problems with such an argument, the rebar going around, but not through, Hole 4 effectively rebuts this claim. In particular, the reader will observe that at the eastern side of the hole the rebar was bent into a loop so as not to pass through the hole-see the lower encircled area in Figure 16. Both ends of this loop are firmly embedded in a large chunk of concrete to the east of the hole, contradicting any claim of tampering after the war. It is not merely the existence of hole 4 that is significant, nor its placement precisely where corroborating evidence points. The deliberately looped rebar proves that this hole, and almost certainly the other three, was cast at the time the concrete was poured in January 1943. The homicidal intention of the crematoriums can be placed at no later than this date, a date literally set in stone. © Holocaust and Genocide Studies, Oxford University Press, Volume 18, Number 1, Spring 2004, pages 68-103. 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Last modified: April 26, 2009
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