Effect of Cooling on Lava Movement
As has been stated, the lava flows were constantly moving in varying degrees during the
cooling operations. The movement decreased progressively, especially where the cooling took
place.
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Figure 21. Click on figure for larger image with caption. |
Figure 21 shows the lava movement within the center of Vestmannaeyjar on 25-31 March.
The movement is at its peak during the night of 26 March, because very little cooling was done
due to the salvage of pipe sections before the advancing lava-flood [overran them]. On 28
March, cooling was started again, and on 29 March the water discharge was 400 l s-1. All
pumping was concentrated on this lava edge. On 31 March, the lava has just entered the street between the fish-processing plants [Fiskiðjan hf. and Ísfélag Vestmannaeyja hf.; see fig. 3 and fig. 22], and after that, the movement of the lava edge is minimal 5.
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Figure 22. View looking south-southeast of the late March surge of lava into the town of Vestmannaeyjar that stopped at the back of and in the street between the two fish-processing plants, Fiskiðan hf. (left) and Ísfélag Vestmannaeyja hf. (right), in late March 1973. Water-cooling operations were concentrated along the advancing edge of the lavas until the forward motion of the lavas was halted. Photograph tacken by Richard S. Williams, Jr., U.S. Geological Survey, on 23 July 1973. A photograph taken a year later (July 1974) would show the lava flow completely removed and the street restored to use. |
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Figure 23. Click on figure for larger image with caption. | Figure 23 shows the movement of the lavas for a period of about five weeks, or from 25
March to 30 April. It should be mentioned that it was extremely hard to measure the lava flow
during this period, because it became difficult to place markers because of steam that formed as a
result of the cooling. Even though moveable markers are few, it is possible to obtain a fairly
clear picture of the lava flows. In determining the movement of these markers, a theodolite was
depended upon as well as vertical aerial photographs. Figure 24 (below) shows lava-cooling operations
closest to the Eldfell crater.
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Figure 24. Installation of pipeline to cool lava flows closest to the Eldfell crater. Photographer by Matthías Matthíasson. |
If the most westerly marker (A) is analyzed, it can be seen that the lavas moved extensively
between 27 and 31 March, or about 150 m. During the next four days, the movement was
76 m, or 19 meters each day on the average. This speed was maintained until 6 April, but then
the effect of the cooling of the lava [from pipes along] Sólhlíð starts to be felt, and by 9 April
there is no further movement of this marker.
The next marker (B) is on the lava flows east of Skans, that was cooled in the beginning of
March. There was no more movement there.
The next two markers (C) and (D), show clearly the effect of the cooling on the direction the
lava took. Marker (C) was emplaced on 27 March and observed until 31 March. On 1 April,
extensive cooling was started along the road (dashed lines) north of marker (C), so it was not
possible to measure the movement of that marker after that because of [obscuration by] steam.
On 25 March, another marker (D) was placed approximately 300 meters southeast of marker (C).
In the beginning, the lava seemed to flow in the same direction at those two markers. On 6 April,
marker (D) has arrived where marker (C) was on 27 March, but then it changes direction to the
north, most probably because of the cooling, and maintains that direction until 30 April, when it
stopped [moving].
Marker (E) shows that there is still a slight movement of the lava field south of Flakkarann,
and that it is pressing on it. Fissures formed on the lava crust in an area approximately 50-m
wide; their length was about 5 m with a height of 2-3 m from the bottom of the fissure to the top.
Other markers are in an area which was not cooled, and they seem to indicate that the lava
speed was considerably more there than in the cooled lavas. In preparing this article, data was
used from Landmælingar Íslands [National Land Survey of Iceland], Orkustofnun [National
Energy Authority], and Forverk hf. [private company].
Lava-Cooling Costs
It is not an easy task to calculate exactly the cost of the cooling, because it is very hard to
distinguish between the various tasks. As an example, the cost of building a rampart of tephra at
the beginning of the eruption is not considered a cost related to the cooling. On the other hand,
the retaining wall near Vilpa, which still exists, is included in the cost.
In the beginning it was difficult to separate salaries of people working on the lava cooling and
others doing salvage and rescue work, because some people worked on both projects and
consequently these figures can only be estimated. By March, this [mixing of tasks] has become
less of a problem.
Table 3 is a summary of costs. It is divided into five sections: contracted services; salaries;
materials; gasoline and oil; and pumping equipment. Contracted services amounts to 24 million
Icelandic kronur or 17.8 percent of the total cost. The biggest item included is to Björgun hf. for
the dredge Sandey or 7.55 million Icelandic kronur. Next is Vita- og Hafnamáskfrifstofan [State
Lighthouse and Port Authority] with an amount of 2.26 million Icelandic kronur paid for barges
and machinists, and Orkustofnun [National Energy Authority] with an amount of 1.13 million
Icelandic kronur [expended] for drilling [operations] and workers [salaries, travel costs, and per
diem].
The engineering services were mainly divided between a few firms, and the engineering-service costs covers both work in Vestmannaeyjar and on the mainland. The firms mostly used
were: Hönnun hf. Verkfræðistofa FRV, Vermir hf., and the firm of Þórhallur Jónsson.
Vélsmiðjan Héðinn hf. undertook the fabrication of various new items, especially connectors, as
well as making replacement shafts for the ones that broke.
Miscellaneous services includes payments of less than 1 million Icelandic kronur to various
parties. The majority of those were machine shops that offered their services for a limited time
during the installation of the [high-capacity pumping] equipment from the United States.
Salaries totaled about 34 million kronur, or a little more than 1/4 of the total cost. These are
salaries to all people registered with Viðlagasjóður [State Disaster Relief Fund].
Materials, mostly in connection with pipes and valves, amounted to 16.5 million Icelandic
kronur, which is a little less than 1/8 of the total cost. Gasoline and oil for the engines that were
connected to the pumps amounted to 1/8 of the total cost.
The last item and the largest totaled 44 million Icelandic kronur, which is a little less than 1/3
of the total cost. Included in this amount is the estimated value of pumps and pumping
equipment, some of which were borrowed. About half of the pumps were borrowed; all of these
were diesel pumps. They were returned in December 1973.
At the time that this article was written, the cost of the transactions with the United States has
not been finally settled. It is estimated that the cost of the pumps that were not returned, because
the United States declared that they do not need to be returned, is about 25 million Icelandic
kronur. The Viðlagasjóður [State Disaster Relief Fund] put up this amount as a security deposit
when the shipment [of pumps] arrived.
The total cost of the lava cooling amounted to 135 million Icelandic kronur, or a little less
than 22 Icelandic kronur per metric tonnes of seawater pumped. If it is estimated that the average
distance was about 1 kilometer, then this is not much compared with other means of
transportation, especially when unfavorable circumstances are taken into account.
Table 3. Summary of cost
6 of lava cooling [operations]
|
|
|
[Category] |
|
Icelandic kronur (X1000) |
Percentage |
CONTRACTED SERVICES
|
|
|
|
Björgun hf. |
|
7,550 |
|
Vita- og Hafnamálaskrifstofan [State Lighthouse and Port Authority]. |
|
2,255 |
|
Orkustofnun [National Energy Authority] |
|
1,125 |
|
Engineering services |
|
4,630 |
|
Vélsmiðjan Héðinn hf. |
|
2,090 |
|
Miscellaneous services |
|
6,405 _____ |
|
Subtotal:
|
|
24,055 |
17.8 |
SALARIES
|
Subtotal: |
33,960 |
25.2 |
MATERIALS |
|
|
|
Plastic Pipes from Reykjalundur- |
|
1,560 |
|
Vinnuheimill SÍBS |
|
|
|
Valves from Innkaup hf.
|
|
3,195 |
|
Miscellaneous services |
|
1,370 _____ |
|
Subtotal:
|
|
16,125 |
12.0 |
GASOLINE AND OIL
|
Subtotal: |
16,500 |
12.3
|
ESTIMATED COST OF PUMPING EQUIPMENT LOANED/PURCHASED
|
Subtotal:
|
44,000 _____ |
32.7 _____ |
TOTALS: |
|
134,640 |
100.0 |
Source: Þorbjörn Sigurgeirsson, 1974, Hraunkæling [Lava cooling]: Tíminn, 19 January 1974.
|
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3Valdimar
Kr. Jónsson and Matthías Matthíasson, 1974, Hraunkæling á Heimaey - Verklegarframkvæmdir [Lava cooling on Heimaey - Methods and Procedures]: Tímarit Verkfræðingafélags Íslands, v. 59, no. 5, p. 70-81 and p. 83. English translation by Sigrún Rockmaker, Foreign Service Institute, U.S. Department of State. Additional translation and edit by Richard S. Williams, Jr., U.S. Geological Survey, Woods Hole Field Center, Woods Hole, Massachusetts 02543-1598.
4
Pálmason, Guðmundur, 1973, Kinematics and heat flow in a volcanic
rift zone with application to Iceland: Geophysics Journal of the Royal
Astronomical Society, v. 33, p. 451481.
5 See also
the two photographs taken by Richard S. Williams, Jr., U.S. Geological Survey, of the street between Fiskiðan hf. and Ísfélag Vestmannaeyja hf. (two fish-processing companies) [Williams and Moore, 1983, p. 10 (23 July 1973) (also reproduced here as fig. 22 ) and fig. 11 (7 July 1974)]. The photographs were taken from under the elevated passageway between the two buildings.
6The monetary exchange rate at the time of preparation of Table 3 is estimated to be 93 Icelandic kronur = $1 U.S.; e.g., 134,640,000 Icelandic kronur = $1,447,742 U.S
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