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**Dr George Pantazis **

**Source - **http://www.archaiologia.gr/en/blog/2014/01/13/pantazis/

**The Heraion of Argos is situated on a small hill at the northwestern side of mountain Evia on the road which connects Mycenae with the city of Argos. The view from this site is excellent as it overlooks the lowland of Argos and the ancient acropolis of the site called Larissa.**

According to Pausanias the temple is situated 15 stadia far from Mycenae.

The archaeological excavations at the surrounding area of the temple have revealed a variety of findings dated to the Hellenistic and Neolithic period such as vaulted and chamber tombs. The findings prove that the site was used before the temple’s foundation. It is supposed that at the same site there was a Mycenaean acropolis or a palace. The first temple of Hera was built around 680 BC.

After the destruction of Prosymna by the Argians in the 6th century BC, the Heraion came under Argian rule. It became the main cult site of Hera in Greece. Homer refers to the goddess as “Argive Hera”, “Hera Argeia”, as the city of Argos was the starting point for spreading the worship of Hera all over the country.

It is proved that during the Roman period the worship of Hera has been continued as many imperial offerings were found during the excavations. Moreover Romans extended the sanctuary by erecting annexes at the site.

The Heraion of Argos was excavated in 1831 by the British colonel Gordon. Since then many researchers and archaeologists have worked at the site, as C.W. Blegen and P. Amandry who were the most significant of them.

Figure 2 presents a drawing of Heraion in its flourishing period.

*Fig. 2. Drawing of the Heraion, south side (Παπαχατζής 1976).*

On this drawing, the temple of the 5th century, the newer level of Heraion and the large stepped retaining wall leading to the temple can be seen. At the older higher level the ruins of the first Geometric temple can also be seen.

Figure 1 presents the present status of the 5th-century-temple.

The Heraion’s orientation has been studied by many scholars. At the end of the 19th century the British architect Francis Penrose (1817-1903) had studied the orientation of both the old (7th century BC) and the new temple.

He determined its orientation equal to 107° 50′. Penrose also dated the foundation of the old temple. According to his research the temple’s orientation is related to the rising of Antaris (a Scorpii) on October 24th, 1830 BC or the setting of Stachis (a-Virgin) on February 1300 BC.

As it concerns the new temple Penrose calculates its orientation equal to 105° 59′ and its foundation date on February 21st, 425 BC (Penrose F.C., 1897).

The geometric documentation of the monument is carried out by applying geodetic measuring and processing methods for the plan’s creation. By using a reflectorless total station angles and distances were measured for the determination of the appropriate points’ coordinates. These points determine the shape of the monument with an accuracy of ±3mm. The plan is created digitally in a CAD software. Figure 3 illustrates the groundplan of the monument.

*Fig. 3. Groundplan of the temple (Γιαβής 2005).*

The following procedure is applied for the determination of the temple’s astronomical orientation.

Initially the astronomical azimuth of the line between the points S1 and B, which are situated near the temple, is being determined. The determination of the astronomical azimuth AS1B is realized by observations of Polaris (a Ursa Minoris), using a geodetic total station and applying the hour angle method (Lambrou E./Pantazis G., 2008). The universal coordinated time UTC is measured at every observation of Polaris. Thus the astronomical azimuth AP of Polaris at the time of each measurement is calculated. By using the registration of the horizontal angle measurement b (fig. 4) towards the direction S1B, the astronomical azimuth AS1B is determined (Lambrou E./Pantazis G., 2004).

*Fig. 4. Determination of the astronomical azimuth of a line.*

Some tens of observations of Polaris are carried out within ten minutes, so the mean value of the astronomical azimuth AS1B is calculated as well as its uncertainty. To the calculated value the reduction of the motion of the earth’s pole is applied.

The geodetic coordinates φ, λ (φ = 37° 41΄ 31΄΄, λ = 22° 46΄ 31΄΄) of the point S1 are also calculated by using GNSS receivers. These coordinates are necessary both for the astronomical azimuth calculation and the dating of the temple.

As the direction S1B is part of the monument’s geometric documentation the produced plan is oriented in relation to the astronomical north. Thus the determination of the astronomical azimuth of any line on the monument’s plan can be achieved.

The most characteristic line of a monument’s construction is the main longitudinal axis as it is the symmetry axis of the monument. This axis is defined either by two characteristic points of the monument or by the best fitting line to more characteristic points. In this case the basic longitudinal axis is defined by:

- point G, which is the middle of the north western side of the monument

- point D, which is the middle of the southeastern side of the monument.

Finally the astronomical azimuth of the line between the points GD is calculated equal to 105° 53′ with uncertainty of ±3′.