Akita Dam

0370-Yorohata Dam

4.0
0370-Yorohata Dam Akita Dam
This article can be read in about 5 minutes to read.

Date of the interview: Sunday, September 16, 2012

From Ichijoki Dam, we went further north through Lake Tazawa and came to the Armorhata Dam. There are many other dams in the area, but we have picked out the ones that we have visited, referring to the opinions of our fellow passengers who have been to this area before, so you may wonder, "What? Why don't we go to that dam? (laugh).

View of the levee downstream from the right bank

Armor Field Dam has three radial gates in the crest, two roller gates in the orifice, and a water diversion and discharge facility.

View of the levee downstream from the right bank
View of the levee downstream from the right bank

Audit corridor entrance?

We have moved to the top level of the right bank. It looks like the entrance to the audit corridor, but is it?

Audit corridor entrance?
Audit corridor entrance?

View of the top edge from the right bank

The top end is simple, as is typical of a prefectural dam.

View of the top edge from the right bank
View of the top edge from the right bank

View of the levee downstream from the right bank

It is a common gravity concrete dam design, but the Armor Field Dam is much more than what it looks like on the inside.

View of the levee downstream from the right bank
View of the levee downstream from the right bank

Around the dam site on the right bank

There is also a parking lot on the right bank with restroom facilities.

Around the dam site on the right bank
Around the dam site on the right bank

Akita Prefecture Armorhata Dam Management Office

This is another standard office that is typical of the prefectural government.

Akita Prefecture Armorhata Dam Management Office
Akita Prefecture Armorhata Dam Management Office

View of the upstream bank from the right bank

The low water level makes it easy to see the location of the gate.

View of the upstream bank from the right bank
View of the upstream bank from the right bank

View of the dam lake from the right bank

This is a view of the dam lake from the side of the control center. The Tamagawa River, which flows into the dam lake, is originally a highly acidic river, but it has been neutralized with lime at Hosenko Lake in the Tamagawa Dam upstream, which is why the dam lake is cobalt blue, but unfortunately it was dark green on the day we visited.

View of the dam lake from the right bank
View of the dam lake from the right bank

View downstream from the crest gate

The color of the water in the abatement pond was a beautiful deep green. Incidentally, before the Tamagawa Dam upstream was completed, neutralization was done in the dam lake of the Armor Field Dam, which is why the embankment and gates are acid-resistant.

View downstream from the crest gate
View downstream from the crest gate

View of Gate Pier from the top edge

It is equipped with a gate winder room on top of the gate pier, making it large as a whole.

View of Gate Pier from the top edge
View of Gate Pier from the top edge

Looking up at the gate winder room

The beams are trussed, which is also nice.

Looking up at the gate winder room
Looking up at the gate winder room

View of orifice gate from top edge

This is a view of the orifice roller gate from the top end. The opening and closing system uses a wire rope winch system, and the wire is also designed to be unaffected by acid, so it is not submerged in water. Specifications of the orifice gate are as follows.

Effective span x effective height: 5.8x5.4m
Opening/closing speed: 0.3m/min
Door weight: 47.0t
Date of production: July 1990
Production: Ishikawajima-Harima Heavy Industries Co.

View of orifice gate from top edge
View of orifice gate from top edge

Water diversion and discharge facilities and water control gate room

The water discharge facility is located closest to the right bank, but this was the first such facility in Japan. The Tamagawa Dam, which has water discharge facilities, was constructed upstream, and the Armorhata Dam, which originally had no water discharge facilities, was expanded by making a hole in its embankment while still storing water.

Water diversion and discharge facilities and water control gate room
Water diversion and discharge facilities and water control gate room

The specifications of the gates for water diversion are as follows

  • NO.1 Main gate (high pressure roller gate)
    Effective length x effective height: 2.00x2.25m
    Production: Mitsubishi Heavy Industries, Ltd.
  • NO.1 sub gate (high pressure slide gate)
    Effective length x effective height: 2.00x2.25m
    Production: Mitsubishi Heavy Industries, Ltd.
  • NO.2 main gate (Jet Flow Gate)
    Diameter: 1.00m
    Production: Kurimoto Ironworks Co.
  • NO.2 sub gate (high pressure slide gate)
    Effective length x effective height: 0.94 x 1.20m
    Production: Kurimoto Ironworks Co.
  • Water control gate steel sarnitic type
    Effective span x effective height: 4.040x4.049m
    Opening/closing speed: 0.5m/min
    Door weight: 20.0t
    Date of production: November 1990
    Production: Tahara Manufacturing Co.

View of the dam control center from the top

A stairway extends from in front of the control center to the dam lake. I assume these stairs are for boarding the patrol boats, but I don't see any boats or floats.

View of the dam control center from the top
View of the dam control center from the top

View upstream from the left bank dam site

On the map, it looks as if the road leads to the national road ahead, but it was off-limits.

View upstream from the left bank dam site
View upstream from the left bank dam site

View of the embankment on the lake side from the left bank

The Armor Field Dam stands quietly as the sun gradually sets.

View of the embankment on the lake side from the left bank
View of the embankment on the lake side from the left bank

View of the top edge from the left bank

Although the dam was a little old and very typical of a prefectural dam, it was a dam that made me realize that it was secretly an amazing dam in terms of the technology used to deal with acidity and the technology used to make holes in the embankment while the water was still stored.

View of the top edge from the left bank
View of the top edge from the left bank

Armor Field Dam Specifications

Locationright bank (shore)Nakayama, Tazawako Tazawa Aza, Senboku City, Akita Prefecture, Japan
left bank (of a river): Koganizawa, Tazawa, Tazawako, Senboku City, Akita Prefecture, Japan
River NameTamagawa River, Yubutsu River system
ObjectiveF (flood control, agricultural disaster prevention)
P(Power generation)
ModelG(gravity-fed concrete dam)
Bank height58.5m
Bank length236m
Dam volume192,000m3
Watershed Area320.3 km2 (direct: 33.3 km2, indirect: 287 km2)
Reservoir area255 ha
Total storage capacity51,000,000m3
Effective water storage capacity43,000,000m3
Dam operatorTohoku Regional Construction Bureau
Main body constructorAkishima Construction
Year of launch1951
Year Completed1957
Name of Dam LakeLake Autumn Fanstorage lake for spent nuclear fuel

Other facilities/observations

Parking lot
Toilet
Park×
PR Exhibition Hall×
Fishing?

Map around Armorhata Dam

Accommodations that may be close to Armor Field Dam

This article was written by.
Shin Jinma

Dam enthusiast who loves Momosuke Fukuzawa / Dampedia and Dam News administrator / Certified Dammeister (01-018) by the Japan Dam Foundation / Started selling discharge caution goods.https://shop.dampedia.com

Follow Damapedia

Comment

Copied title and URL