HYDRAULIC MODELLING OF HARDY CROSS METHOD SYSTEM OF PIPE NETWORK AND INVESTIGATION OF CONTINUITY EQUATION
Abstract
ABSTRACT
This study explores the hydraulic modeling of pipe networks using the Hardy Cross Method and the application of the continuity equation. The primary objective was to develop an accurate and reliable hydraulic model for predicting flow distribution and pressure losses in complex pipe networks. Comprehensive data collection included pipe dimensions, material properties, node elevations, and flow rates. The Hardy Cross Method iteratively adjusted flow rates to balance head losses, while the continuity equation ensured mass conservation at each node. The model was calibrated and validated through comparison with analytical solutions and field measurements, with sensitivity analysis identifying key parameters impacting model performance. Results confirmed the model’s accuracy and reliability, demonstrating significant practical implications for the design, operation, and management of efficient pipe networks. This research contributes valuable insights for hydraulic engineering, enhancing the application of the Hardy Cross Method in real-world scenarios.
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