JPS61155415U - - Google Patents
Info
- Publication number
- JPS61155415U JPS61155415U JP4086085U JP4086085U JPS61155415U JP S61155415 U JPS61155415 U JP S61155415U JP 4086085 U JP4086085 U JP 4086085U JP 4086085 U JP4086085 U JP 4086085U JP S61155415 U JPS61155415 U JP S61155415U
- Authority
- JP
- Japan
- Prior art keywords
- aquifer
- water collection
- large number
- land
- river
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 230000004888 barrier function Effects 0.000 claims 1
- 230000000149 penetrating effect Effects 0.000 claims 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Revetment (AREA)
Description
第１図は本考案の一実施例を示す断面図、第２
図は集水管８の配列例を示す平面図である。
１……堤体、２……河川、３……田圃、４……
シートパイル、５……不透水層、６……堤防、８
，８′……集水管、８ａ，８ａ′……集水孔、９
……河床、１０，１１……帯水層、１２……通水
管、Ａ……仮危険水位。
Fig. 1 is a sectional view showing one embodiment of the present invention;
The figure is a plan view showing an example of the arrangement of water collection pipes 8. 1... Embankment body, 2... River, 3... Rice field, 4...
Sheet pile, 5... Impermeable layer, 6... Embankment, 8
, 8'...water collection pipe, 8a, 8a'...water collection hole, 9
...River bed, 10,11...Aquifer, 12...Water pipe, A...Temporary dangerous water level.
Claims (1)
通して河床の帯水層と陸地の帯水層とにわたり多
数の集水管を相互に所要の間隔をおいて埋設し、
この集水管は帯水層内に開口する多数の通水孔を
有することを特徴とする堤体。 A large number of water collection pipes are buried at required intervals between the river bed aquifer and the land aquifer by penetrating the barrier built at the boundary between the river side and the land side.
This water collection pipe is an embankment body characterized in that it has a large number of water holes that open into the aquifer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4086085U JPH0330419Y2 (en) | 1985-03-20 | 1985-03-20 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4086085U JPH0330419Y2 (en) | 1985-03-20 | 1985-03-20 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61155415U true JPS61155415U (en) | 1986-09-26 |
| JPH0330419Y2 JPH0330419Y2 (en) | 1991-06-27 |
Family
ID=30550147
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4086085U Expired JPH0330419Y2 (en) | 1985-03-20 | 1985-03-20 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0330419Y2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04155006A (en) * | 1990-10-19 | 1992-05-28 | Kubota Corp | Laying method of conduit pipe for embankment |
| JP2001123431A (en) * | 1999-10-29 | 2001-05-08 | Shinichiro Hayashi | Water channel provided with overflow preventing function |
| JP2009270256A (en) * | 2008-04-30 | 2009-11-19 | Yamaguchi Univ | Water level leveling method for river or the like |
-
1985
- 1985-03-20 JP JP4086085U patent/JPH0330419Y2/ja not_active Expired
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04155006A (en) * | 1990-10-19 | 1992-05-28 | Kubota Corp | Laying method of conduit pipe for embankment |
| JP2001123431A (en) * | 1999-10-29 | 2001-05-08 | Shinichiro Hayashi | Water channel provided with overflow preventing function |
| JP2009270256A (en) * | 2008-04-30 | 2009-11-19 | Yamaguchi Univ | Water level leveling method for river or the like |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0330419Y2 (en) | 1991-06-27 |