Three-dimensional model to capture the fate and transport of combined sewer overflow discharges: A case study in the Chicago Area Waterway System

2017 ◽  
Vol 576 ◽  
pp. 362-373 ◽  
Author(s):  
Juan C. Quijano ◽  
Zhenduo Zhu ◽  
Viviana Morales ◽  
Blake J. Landry ◽  
Marcelo H. Garcia
Keyword(s):  
Three Dimensional ◽  
Fate And Transport ◽  
Combined Sewer Overflow ◽  
Dimensional Model ◽  
Three Dimensional Model ◽  
Chicago Area ◽  
Combined Sewer ◽  
Sewer Overflow

scholarly journals Hydraulic modeling of combined sewers overflow integrating the results of the SWMM and CFX models.

2021 ◽  
Vol 37 (1) ◽  
Author(s):  
D. Pulgarín ◽  
J. Plaza ◽  
J. Ruge ◽  
J. Rojas
Keyword(s):  
Three Dimensional ◽  
Hydraulic Modeling ◽  
Dimensional Model ◽  
Three Dimensional Model ◽  
One Dimensional ◽  
Ansys Cfx ◽  
Combined Sewer ◽  
The One ◽  
Swmm Model

This study proposes a methodology for the calibration of combined sewer overflow (CSO), incorporating the results of the three-dimensional ANSYS CFX model in the SWMM one-dimensional model. The procedure consists of constructing calibration curves in ANSYS CFX that relate the input flow to the CSO with the overflow, to then incorporate them into the SWMM model. The results obtained show that the behavior of the flow over the crest of the overflow weir varies in space and time. Therefore, the flow of entry to the CSO and the flow of excesses maintain a non-linear relationship, contrary to the results obtained in the one-dimensional model. However, the uncertainty associated with the idealization of flow methodologies in one dimension is reduced under the SWMM model with kinematic wave conditions and simulating CSO from curves obtained in ANSYS CFX. The result obtained facilitates the calibration of combined sewer networks for permanent or non-permanent flow conditions, by means of the construction of curves in a three-dimensional model, especially when the information collected in situ is limited.

scholarly journals Calibration of a Three-dimensional slope stability evaluation in Brazilian iron open pit mine

2021 ◽  
Author(s):  
Vidal Félix Navarro Torres ◽  
Rodrigo Dockendorff ◽  
Juan Manuel Girao Sotomayor ◽  
Cristian Castro ◽  
Aristotelina Ferreira da Silva
Keyword(s):  
Three Dimensional ◽  
Structural Features ◽  
Open Pit ◽  
Dimensional Model ◽  
Three Dimensional Model ◽  
Strength Parameters ◽  
Dimensional Section ◽  
The Stability ◽  
Evaluation Techniques

Abstract It has historically been frequent among geotechnical practitioners, that the stability analysis of the slopes of an open pit is performed using a two dimensional section representing the highest and steepest walls within a certain geological setting. However, the literature shows that to predict rupture events in an open pit, a three-dimensional analysis would better represent the actual conditions, as the spatial distribution of the lithology and the structural features play an important role when defining the stability of the slopes. This paper presents the case study of an open it located in Brazil, which experienced instabilities between the years 2001-2019. An evaluation of the behavior of the open pit was performed by calibrating the strength parameters to represent the best documented rupture events. The three-dimensional model was made using the FLAC3D software. The results show that there is a good correlation between the results of the model and the reports of past instabilities. Finally, recommendations are presented for the inter-ramp angles for each lithology based on the calibrated stability analyzes performed. This work seeks to contribute to the knowledge in evaluation techniques for the three-dimensional behavior of open pits.

Construction of the Information Model of Ancient Architecture Components Based on BIM - A Case Study of Bracket Sets

2013 ◽  
Vol 300-301 ◽  
pp. 323-326 ◽  
Author(s):  
Ru Wang ◽  
Wei Xin Sun ◽  
Xiang Zhang
Keyword(s):  
Three Dimensional ◽  
Information Model ◽  
Data Dictionary ◽  
Dimensional Model ◽  
Three Dimensional Model ◽  
Construction Methods

Taking Bracket sets as an example, we have discussed the construction methods of BIM-based Information model of the ancient architecture components. First, to build the three-dimensional model of the bracket sets with the method of CSG, and then write the information in the model with the technology of extended data and data dictionary, and to built Information model of the ancient architecture's components, at last we have given the key code to achieve it. The information model meet the rule about the ancient buildings’ modulus, it can be used for the measurement of existing ancient buildings, the repair and reconstruction of the ancient architecture, the design of antique architecture.

scholarly journals Reconstruction of an architectural object. Case study: Citadel fort No. 33 “Krakus” in Krakow

2018 ◽  
Vol 63 ◽  
pp. 00010
Author(s):  
Izabela Piech ◽  
Boguslawa Kwoczynska ◽  
Artur Ciszewski
Keyword(s):  
Point Cloud ◽  
3D Model ◽  
Three Dimensional ◽  
Laser Scanner ◽  
Field Work ◽  
Dimensional Model ◽  
Three Dimensional Model ◽  
Laser Measurements ◽  
The University

The aim of the study was to recreate, in the form of a 3D model, the Citadel fort No. 33 “Krakus” in Krakow. The data on the basis of which the three-dimensional model was made were obtained using a Leica ScanStation P40 terrestrial laser scanner, which is owned by the Faculty of Environmental Engineering and Geodesy of the University of Agriculture Hugona Kollataj in Krakow. The scope of field work included performing laser measurements, and then processing the point cloud in the Leica Cyclone 3D program and creating a full architectural model in SketchUp 2016.

scholarly journals Monitoring of Excavation Works Using Modern Measuring Technology

2019 ◽  
Vol 76 (2) ◽  
pp. 236
Author(s):  
George POPESCU ◽  
Cosmin Alin POPESCU ◽  
Mihai HERBEI ◽  
Lucian DRAGOMIR ◽  
Adrian SMULEAC ◽  
...  
Keyword(s):  
Three Dimensional ◽  
Modern Technology ◽  
Activity Period ◽  
Dimensional Model ◽  
Three Dimensional Model ◽  
Special Contribution ◽  
Specialized Software ◽  
Day To Day Operations ◽  
Preliminary Phase

Modern technology plays a fundamental role in the engineering activities undertaken in day-to-day operations, in order to obtain the necessary material for construction or to obtain certain useful materials that are found near the surface. A special contribution of this branch of terrestrial measurements, of the topography, using modern technology, is materialized by specific studies carried out from a preliminary phase of design of the operation and up to the phase in which the perimeter is ecologized. The present article aims to test and evaluate the accuracy of the data for volumetric measurements of exploited material, using modern technology and specialized software based on topographic altitude, with which we will be able to realize the three-dimensional model of the operating perimeter. For this purpose, an exploitation has been chosen on the appropriate surface, materialized through a case study, with reference to the Doman Quarry, Caras Severin, in which we determined the volumes exploited during the activity period.

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