Brayan Yesid Coy Palacios

Mr. Brayan Yesid Coy Palacios

orcid

Research Focus & Metrics

Academic Career Length

3Years (2024-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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2 September 2024 in Engineering Proceedings
Verified
Conference Paper
Open access
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BPBrayan Yesid Coy Palacios
Brayan Yesid Coy Palacios
Laura GonzálezLaura González
Laura González
LBLaura Basto
Laura Basto
VRValeria Rodríguez
Valeria Rodríguez
Santiago GómezSantiago Gómez
Santiago Gómez
Juan SaldarriagaJuan Saldarriaga
Juan Saldarriaga
This paper proposes a three (3)-step methodology to forecast the future water demands of a water distribution network (WDN) composed of ten (10) district metered areas (DMAs). First, pre-processing of the time-series data was performed through outlier elimination, imputation by K-Nearest Neighbors (KNN), and statistical data scaling. Second, the model hyperparameters were calibrated using Bayesian optimization. Third, Long Short-Term Memory (LSTM) coded as a Multi-Step Multivariate Time-Series forecasting model was implemented. Our results indicate that the proposed model produces accurate future water demands, suggesting that feasible short-term water demand forecasting models require combining engineering judgment and computational tools to achieve reliability.

30 August 2024 in Engineering Proceedings
Verified
Conference Paper
Open access
PDF file
Juan SaldarriagaJuan Saldarriaga
Juan Saldarriaga
JHJuana Herrán
Juana Herrán
María Alejandra GonzálezMaría Alejandra González
María Alejandra González
BPBrayan Yesid Coy Palacios
Brayan Yesid Coy Palacios
PIPedro L. Iglesias-Rey
Pedro L. Iglesias-Rey
In urban areas with a flat terrain, pumping stations must be included to elevate wastewater and avoid extreme excavation depths. These systems are characterized by high operational costs due to the pump’s power consumption. The present work presents a methodology for the optimal design of sewer networks including pumping stations, whose objective function is to minimize the construction and operation costs of the system. The methodology was tested on three sewer benchmark networks using two cost functions proposed in the literature. In all the sewer benchmarks, the cost achieved in the present work was compared with the best costs reported in the literature.

2 September 2024 in Engineering Proceedings
Verified
Conference Paper
Open access
PDF file
Laura GonzálezLaura González
Laura González
BPBrayan Yesid Coy Palacios
Brayan Yesid Coy Palacios
DBDominic L. Boccelli
Dominic L. Boccelli
Juan SaldarriagaJuan Saldarriaga
Juan Saldarriaga
Water distribution systems (WDSs) are subject to operational changes due to variability in demands, the availability of flow rates, system maintenance and unexpected events. This study aims to assess the behavior of water quality in a distribution network associated with operational changes that the system typically undergoes. For this work, two black-box models were compared to predict chlorine concentration at different nodes in a small network and a large network. The model was trained with synthetic data from simulations through the EPANET-Python Toolkit. The results show that the black-box model can be implemented to predict water quality in real time.