Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru
Descripción del Articulo
        The purpose of this research project is to develop a hydrogeological model using FEFLOW software, aiming to obtain seepage rates in the 03 soil layers due to rainfall recharge in the Ccoyahuacho slope, and subsequently install drains. Through soil mechanics studies, results of poorly graded gravel,...
              
            
    
                        | Autores: | , , | 
|---|---|
| Formato: | artículo | 
| Fecha de Publicación: | 2023 | 
| Institución: | Universidad Peruana de Ciencias Aplicadas | 
| Repositorio: | UPC-Institucional | 
| Lenguaje: | inglés | 
| OAI Identifier: | oai:repositorioacademico.upc.edu.pe:10757/673025 | 
| Enlace del recurso: | http://hdl.handle.net/10757/673025 | 
| Nivel de acceso: | acceso embargado | 
| Materia: | Filtration Geotechnics Groundwater Hydrogeology | 
| id | UUPC_8962995f8a993940b37c5735f199698b | 
|---|---|
| oai_identifier_str | oai:repositorioacademico.upc.edu.pe:10757/673025 | 
| network_acronym_str | UUPC | 
| network_name_str | UPC-Institucional | 
| repository_id_str | 2670 | 
| dc.title.es_PE.fl_str_mv | Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru | 
| title | Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru | 
| spellingShingle | Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru Gutierrez, Ruben Esau Mogrovejo Filtration Geotechnics Groundwater Hydrogeology | 
| title_short | Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru | 
| title_full | Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru | 
| title_fullStr | Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru | 
| title_full_unstemmed | Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru | 
| title_sort | Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru | 
| author | Gutierrez, Ruben Esau Mogrovejo | 
| author_facet | Gutierrez, Ruben Esau Mogrovejo Gutierrez, Efrain Jhiaromir Contreras Gutierrez, Luis Fernando Miranda | 
| author_role | author | 
| author2 | Gutierrez, Efrain Jhiaromir Contreras Gutierrez, Luis Fernando Miranda | 
| author2_role | author author | 
| dc.contributor.author.fl_str_mv | Gutierrez, Ruben Esau Mogrovejo Gutierrez, Efrain Jhiaromir Contreras Gutierrez, Luis Fernando Miranda | 
| dc.subject.es_PE.fl_str_mv | Filtration Geotechnics Groundwater Hydrogeology | 
| topic | Filtration Geotechnics Groundwater Hydrogeology | 
| description | The purpose of this research project is to develop a hydrogeological model using FEFLOW software, aiming to obtain seepage rates in the 03 soil layers due to rainfall recharge in the Ccoyahuacho slope, and subsequently install drains. Through soil mechanics studies, results of poorly graded gravel, well-graded gravels were obtained, and with the geological study, Andesite rock was identified. Furthermore, the hydrological study yielded an intensity of 227.33 mm/h for a 15-minute duration and a 100-year return period. Additionally, a topographic survey was conducted using the Phantom 4 RTK drone, obtaining 149,354 UTM 18S topographic points. The application of the hydrogeological model resulted in a seepage rate of 0.0002 l/s without drain installation. With the subdrain installed, a seepage rate of 878.1 l/s was achieved, indicating that the flow is directed towards the drainage system. Thus, the drain is functioning based on the input parameters in the software. | 
| publishDate | 2023 | 
| dc.date.accessioned.none.fl_str_mv | 2024-03-12T15:11:59Z | 
| dc.date.available.none.fl_str_mv | 2024-03-12T15:11:59Z | 
| dc.date.issued.fl_str_mv | 2023-01-01 | 
| dc.type.es_PE.fl_str_mv | info:eu-repo/semantics/article | 
| format | article | 
| dc.identifier.doi.none.fl_str_mv | 10.1109/CONIITI61170.2023.10324146 | 
| dc.identifier.uri.none.fl_str_mv | http://hdl.handle.net/10757/673025 | 
| dc.identifier.journal.es_PE.fl_str_mv | 2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings | 
| dc.identifier.eid.none.fl_str_mv | 2-s2.0-85179555344 | 
| dc.identifier.scopusid.none.fl_str_mv | SCOPUS_ID:85179555344 | 
| dc.identifier.isni.none.fl_str_mv | 0000 0001 2196 144X | 
| identifier_str_mv | 10.1109/CONIITI61170.2023.10324146 2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings 2-s2.0-85179555344 SCOPUS_ID:85179555344 0000 0001 2196 144X | 
| url | http://hdl.handle.net/10757/673025 | 
| dc.language.iso.es_PE.fl_str_mv | eng | 
| language | eng | 
| dc.rights.es_PE.fl_str_mv | info:eu-repo/semantics/embargoedAccess | 
| eu_rights_str_mv | embargoedAccess | 
| dc.format.es_PE.fl_str_mv | application/html | 
| dc.publisher.es_PE.fl_str_mv | Institute of Electrical and Electronics Engineers Inc. | 
| dc.source.none.fl_str_mv | reponame:UPC-Institucional instname:Universidad Peruana de Ciencias Aplicadas instacron:UPC | 
| instname_str | Universidad Peruana de Ciencias Aplicadas | 
| instacron_str | UPC | 
| institution | UPC | 
| reponame_str | UPC-Institucional | 
| collection | UPC-Institucional | 
| dc.source.journaltitle.none.fl_str_mv | 2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings | 
| bitstream.url.fl_str_mv | https://repositorioacademico.upc.edu.pe/bitstream/10757/673025/1/license.txt | 
| bitstream.checksum.fl_str_mv | 8a4605be74aa9ea9d79846c1fba20a33 | 
| bitstream.checksumAlgorithm.fl_str_mv | MD5 | 
| repository.name.fl_str_mv | Repositorio académico upc | 
| repository.mail.fl_str_mv | upc@openrepository.com | 
| _version_ | 1846066002308104192 | 
| spelling | 23b7e2edda115cdf68bcedd6159dcfa4f5253e96abc5903aae576cc5fc833bb330006454700918b2febb731cec67d3bfc65300Gutierrez, Ruben Esau MogrovejoGutierrez, Efrain Jhiaromir ContrerasGutierrez, Luis Fernando Miranda2024-03-12T15:11:59Z2024-03-12T15:11:59Z2023-01-0110.1109/CONIITI61170.2023.10324146http://hdl.handle.net/10757/6730252023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings2-s2.0-85179555344SCOPUS_ID:851795553440000 0001 2196 144XThe purpose of this research project is to develop a hydrogeological model using FEFLOW software, aiming to obtain seepage rates in the 03 soil layers due to rainfall recharge in the Ccoyahuacho slope, and subsequently install drains. Through soil mechanics studies, results of poorly graded gravel, well-graded gravels were obtained, and with the geological study, Andesite rock was identified. Furthermore, the hydrological study yielded an intensity of 227.33 mm/h for a 15-minute duration and a 100-year return period. Additionally, a topographic survey was conducted using the Phantom 4 RTK drone, obtaining 149,354 UTM 18S topographic points. The application of the hydrogeological model resulted in a seepage rate of 0.0002 l/s without drain installation. With the subdrain installed, a seepage rate of 878.1 l/s was achieved, indicating that the flow is directed towards the drainage system. Thus, the drain is functioning based on the input parameters in the software.ODS 6: Agua Limpia y SaneamientoODS 9: Industria, Innovación e InfraestructuraODS 13: Acción por el Climaapplication/htmlengInstitute of Electrical and Electronics Engineers Inc.info:eu-repo/semantics/embargoedAccessFiltrationGeotechnicsGroundwaterHydrogeologyHydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peruinfo:eu-repo/semantics/article2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedingsreponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/673025/1/license.txt8a4605be74aa9ea9d79846c1fba20a33MD51false10757/673025oai:repositorioacademico.upc.edu.pe:10757/6730252024-07-20 04:20:45.022Repositorio académico upcupc@openrepository.comTk9URTogUExBQ0UgWU9VUiBPV04gTElDRU5TRSBIRVJFClRoaXMgc2FtcGxlIGxpY2Vuc2UgaXMgcHJvdmlkZWQgZm9yIGluZm9ybWF0aW9uYWwgcHVycG9zZXMgb25seS4KCk5PTi1FWENMVVNJVkUgRElTVFJJQlVUSU9OIExJQ0VOU0UKCkJ5IHNpZ25pbmcgYW5kIHN1Ym1pdHRpbmcgdGhpcyBsaWNlbnNlLCB5b3UgKHRoZSBhdXRob3Iocykgb3IgY29weXJpZ2h0Cm93bmVyKSBncmFudHMgdG8gRFNwYWNlIFVuaXZlcnNpdHkgKERTVSkgdGhlIG5vbi1leGNsdXNpdmUgcmlnaHQgdG8gcmVwcm9kdWNlLAp0cmFuc2xhdGUgKGFzIGRlZmluZWQgYmVsb3cpLCBhbmQvb3IgZGlzdHJpYnV0ZSB5b3VyIHN1Ym1pc3Npb24gKGluY2x1ZGluZwp0aGUgYWJzdHJhY3QpIHdvcmxkd2lkZSBpbiBwcmludCBhbmQgZWxlY3Ryb25pYyBmb3JtYXQgYW5kIGluIGFueSBtZWRpdW0sCmluY2x1ZGluZyBidXQgbm90IGxpbWl0ZWQgdG8gYXVkaW8gb3IgdmlkZW8uCgpZb3UgYWdyZWUgdGhhdCBEU1UgbWF5LCB3aXRob3V0IGNoYW5naW5nIHRoZSBjb250ZW50LCB0cmFuc2xhdGUgdGhlCnN1Ym1pc3Npb24gdG8gYW55IG1lZGl1bSBvciBmb3JtYXQgZm9yIHRoZSBwdXJwb3NlIG9mIHByZXNlcnZhdGlvbi4KCllvdSBhbHNvIGFncmVlIHRoYXQgRFNVIG1heSBrZWVwIG1vcmUgdGhhbiBvbmUgY29weSBvZiB0aGlzIHN1Ym1pc3Npb24gZm9yCnB1cnBvc2VzIG9mIHNlY3VyaXR5LCBiYWNrLXVwIGFuZCBwcmVzZXJ2YXRpb24uCgpZb3UgcmVwcmVzZW50IHRoYXQgdGhlIHN1Ym1pc3Npb24gaXMgeW91ciBvcmlnaW5hbCB3b3JrLCBhbmQgdGhhdCB5b3UgaGF2ZQp0aGUgcmlnaHQgdG8gZ3JhbnQgdGhlIHJpZ2h0cyBjb250YWluZWQgaW4gdGhpcyBsaWNlbnNlLiBZb3UgYWxzbyByZXByZXNlbnQKdGhhdCB5b3VyIHN1Ym1pc3Npb24gZG9lcyBub3QsIHRvIHRoZSBiZXN0IG9mIHlvdXIga25vd2xlZGdlLCBpbmZyaW5nZSB1cG9uCmFueW9uZSdzIGNvcHlyaWdodC4KCklmIHRoZSBzdWJtaXNzaW9uIGNvbnRhaW5zIG1hdGVyaWFsIGZvciB3aGljaCB5b3UgZG8gbm90IGhvbGQgY29weXJpZ2h0LAp5b3UgcmVwcmVzZW50IHRoYXQgeW91IGhhdmUgb2J0YWluZWQgdGhlIHVucmVzdHJpY3RlZCBwZXJtaXNzaW9uIG9mIHRoZQpjb3B5cmlnaHQgb3duZXIgdG8gZ3JhbnQgRFNVIHRoZSByaWdodHMgcmVxdWlyZWQgYnkgdGhpcyBsaWNlbnNlLCBhbmQgdGhhdApzdWNoIHRoaXJkLXBhcnR5IG93bmVkIG1hdGVyaWFsIGlzIGNsZWFybHkgaWRlbnRpZmllZCBhbmQgYWNrbm93bGVkZ2VkCndpdGhpbiB0aGUgdGV4dCBvciBjb250ZW50IG9mIHRoZSBzdWJtaXNzaW9uLgoKSUYgVEhFIFNVQk1JU1NJT04gSVMgQkFTRUQgVVBPTiBXT1JLIFRIQVQgSEFTIEJFRU4gU1BPTlNPUkVEIE9SIFNVUFBPUlRFRApCWSBBTiBBR0VOQ1kgT1IgT1JHQU5JWkFUSU9OIE9USEVSIFRIQU4gRFNVLCBZT1UgUkVQUkVTRU5UIFRIQVQgWU9VIEhBVkUKRlVMRklMTEVEIEFOWSBSSUdIVCBPRiBSRVZJRVcgT1IgT1RIRVIgT0JMSUdBVElPTlMgUkVRVUlSRUQgQlkgU1VDSApDT05UUkFDVCBPUiBBR1JFRU1FTlQuCgpEU1Ugd2lsbCBjbGVhcmx5IGlkZW50aWZ5IHlvdXIgbmFtZShzKSBhcyB0aGUgYXV0aG9yKHMpIG9yIG93bmVyKHMpIG9mIHRoZQpzdWJtaXNzaW9uLCBhbmQgd2lsbCBub3QgbWFrZSBhbnkgYWx0ZXJhdGlvbiwgb3RoZXIgdGhhbiBhcyBhbGxvd2VkIGJ5IHRoaXMKbGljZW5zZSwgdG8geW91ciBzdWJtaXNzaW9uLgo= | 
| score | 13.913218 | 
 Nota importante:
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
    La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
 
   
   
             
            