INTAKE AND DISCHARGE PIPELINES FOR THE LA JOVITA CCC, BAJA CALIFORNIA (MEXICO)

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Development of 3 alternatives for the intake (2) and discharge (2) of seawater for the cooling circuit of a new CCC. • Qd = 29735 m3/h, for both intake and discharge. • Selection of intake and discharge points. • Hydraulic calculations and preliminary design of structures • ALTERNATIVES: 1. TRENCH. 2. PIPE JACKING, complemented with […]

MATHEMATICAL MODEL FOR THE PRE-FEASIBILITY STUDY OF THE SANITATION OF CAMPECHE BAY (MEXICO)

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In support of the pre-feasibility study developed, a study of discharge dispersion is carried out using mathematical models (MOHID).Four different discharge cases are studied: • Secondary treatment 2,000 m from the coast • Tertiary treatment 500 m from the coast • Stormwater discharge for a 10-year return period and 3-hour intensity at the coast. • […]