順興橋至民樂橋段改善工程(核定-規劃設計)

工程目的:大武崙溪排水改善考量排水路沿岸開發情形及建物緊鄰水路,全面加大排水路本身通洪斷面相當困難,故依據實際淹水情形提出階段性改善方案。 工程概要:1.安樂五橋至奮起橋附近瓶頸點改善,計畫渠道建議放寬為14公尺。2.奮起橋下游至民樂橋段護岸改善(4k+962~5k+071及5k+262~5k+438)。3.崇崙橋改善工程:(1)壓力管涵長140公尺。(2)橋梁補強設施採每孔12支預力岩栓打設,共36支,增加基礎深度(原底板須先敲除);阻止漂流物翼牆等。4.安樂五橋及武嶺橋改善,橋梁補強設施增設8處抗拉拔連桿,增設10處抗拉拔托架。5.順興橋改善工程。 主辦機關:基隆市政府工務處

Data and Resources

Tags

Wikidata Keywords

  • Q707578
  • Q249996

Basic Information

Data Type Other
Language Chinese (zho)

Spatio-temporal Information

Temporal Resolution Yearly
Start Time 2020
Spatial Coverage show more
{"type":"LineString","coordinates":[[121.70276641845705,25.1431790095657],[121.70335006609095,25.14206015180082],[121.70503234810896,25.14171827628607],[121.70633697562154,25.141811514888317],[121.70777893014021,25.141997991286374],[121.70891189627584,25.14240202576539],[121.7097702031606,25.14190475341937],[121.71080017142232,25.14097236253338],[121.71165847830709,25.14038184533385],[121.71237945556642,25.140319685150487],[121.71337508945727,25.14035076465333],[121.71430206508379,25.140319685150487],[121.71488571271769,25.1399467245713],[121.71560668735766,25.139573762852812],[121.71670532436113,25.139014318731714],[121.71845626988218,25.138610273634228]]}
X.min 121.70276641845705
X.max 121.71845626988218
Y.min 25.138610273634228
Y.max 25.1431790095657

Management Information

Author 基隆市政府工務處,觀察家生態顧問有限公司
Created Time 2020
Contact Person CHIHCHAO YANG
Contact Person Email chihchao1123@gmail.com