Impact of flood-diversion tunnel on Newark Bay and adjacent waters

Citation
Cf. Cerco et al., Impact of flood-diversion tunnel on Newark Bay and adjacent waters, J HYDR ENG, 125(4), 1999, pp. 328-338
Citations number
11
Categorie Soggetti
Civil Engineering
Journal title
JOURNAL OF HYDRAULIC ENGINEERING-ASCE
ISSN journal
07339429 → ACNP
Volume
125
Issue
4
Year of publication
1999
Pages
328 - 338
Database
ISI
SICI code
0733-9429(199904)125:4<328:IOFTON>2.0.ZU;2-Z
Abstract
A diversion tunnel has been proposed to alleviate flooding in the upper por tion of the Passaic River basin. The tunnel will divert flow from the headw aters of the Passaic to the upper end of Newark Bay. The present study prov ided information required to evaluate the effect of the tunnel on finfish a nd shellfish in the vicinity of the outlet. Impacts were examined through t he CH3D hydrodynamic model and the CE-QUAL-ICM water-quality model. Quantit ies computed included tides, currents, salinity, temperature, dissolved oxy gen (DO), and biochemical oxygen demand. The models were calibrated to fiel d data collected from July to September 1994. Scenarios illustrated the imp act of the tunnel on salinity, temperature, and DO under three flow conditi ons. In the worst case, impact of the tunnel on DO and temperature was shor t-lived and of limited spatial extent. Impact of the tunnel on salinity was indiscernible.