http://rdf.ncbi.nlm.nih.gov/pubchem/patent/WO-2014166145-A1
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_33aacbf46ccd1dab5cf4817ad1bbb493 |
| classificationCPCAdditional | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/Y02A50-00 |
| classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02B8-023 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02B3-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02B7-04 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02B7-04 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02B8-00 |
| filingDate | 2013-05-29-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_6aeceeea12ca999c40881876acd0dbe0 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_e1c43319fc7d3f899f41135cda8d6391 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_8f8ec5b021518c26aff9781cddad249b http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_d7491bdfbfe4ad6de67e73d8d11c6c1e http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_75b31c68747a64dfd1a6be97d1b9e1bc |
| publicationDate | 2014-10-16-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | WO-2014166145-A1 |
| titleOfInvention | Debris flow diversion dam automatically distributing drainage and silting and design method thereof |
| abstract | Disclosed are a debris flow diversion dam automatically distributing drainage and silting and a design method thereof. The diversion dam comprises a dam foundation (1) and a dam main body provided on the dam foundation (1); the bottom part of the dam main body is provided with a diversion hole (2) connected to a drainage ditch, the top part of the dam main body is provided with a diversion weir (3) which is connected to a silting field; the diversion weir (3) is located above a side of the diversion hole (2), and the elevation of a top face of the diversion hole (2) is the same as the elevation of a bottom face of the diversion weir (3); and the size of the cross-sectional area of the diversion hole (2) is determined by the projected throughput of the drainage ditch, and the size of the cross-sectional area of the diversion weir (3) is determined by the projected throughput of the silting field. The debris flow diversion dam uses a diversion hole to control the throughput of debris flow entering the drainage ditch, rationally distributing the debris flow to the drainage ditch and the silting field, preventing a higher volume than the projected standard of debris flow from overflowing in the drainage ditch, and also preventing a higher volume than a projected standard of debris flow from entering a main river and creating a landslide dam. |
| isCitedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-111639445-B http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-111639445-A |
| priorityDate | 2013-04-10-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 26.