Sha Lou

Water quality assessment by pollution-index method in the coastal waters of Hebei Province in western Bohai Sea, China

Sources of pollution discharges and water quality samples at 27 stations in 2006 in the coastal waters of Hebei Province, western Bohai Sea, have been analyzed in this study. Pollutant loads from industrial sewages have shown stronger impact on the water environment than those from the general sewages. Analysis indicates that pollution of COD is mainly resulted from land-based point pollutant sources. For phosphate concentration, non-point source pollution from coastal ocean (fishing and harbor areas) plays an important role. To assess the water quality conditions, Organic Pollution Index and Eutrophication Index have been used to quantify the level of water pollution and eutrophication conditions. Results show that pollution was much heavier in the dry season than flood season in 2006. Based on COD and phosphate concentrations, results show that waters near Shahe River, Douhe River, Yanghe River, and Luanhe River were heavily polluted. Water quality in the Qinhuangdao area was better than those in the Tangshan and Cangzhou areas.

Experimental Study of Tidal Effects on Coastal Groundwater and Pollutant Migration

The problem of current urban groundwater pollution is very serious, which has influenced social development and people’s daily life. Around the land-sea interface, tide obviously changes nearshore the groundwater flow regime and makes the pollutant migration process become more complex. In the present study, the effect of tide-induced groundwater table fluctuations and on the pollutants migration in beach aquifers is investigated by constructing a two-dimensional sand trough physical experimental model. The model considered brackish-water density differences and the tide by controlling experimental medium properties and boundary conditions. The results showed that the groundwater table fluctuation cycle is the same as the tidal cycle and the fluctuation lag time increases linearly with the increase of the offshore distance. Tidal fluctuation flattens brackish-freshwater interface, widens the dispersion zone, and generates the upper saline and the freshwater belt. Time lag corresponding relationships between saline water and tidal fluctuation was observed. With the pollutant approaching the saline water area, the profile of the pollutant migration is gradually developed into a spindle shape until the strip shape, and the pollutant enters the saline water body along the curved edge of the upper part of the saline water. The transverse dispersion of pollutants is larger than the longitudinal dispersion in a tidal cycle and its outline presents a strip shape development. No mixing or exchange between the pollutants and the saline water body happened during the whole process. This study can provide scientific references for nearshore groundwater pollution prevention and control in the future.

Effects of Sea Level Rise on Salinity Intrusion in St. Marks River Estuary, Florida, U.S.A.

ABSTRACT Hong, X.; Huang, W.; Johnson, E.; Lou, S., and Wan, W., 2014. Effects of sea level rise on salinity intrusion in St. Marks River estuary, Florida, U.S.A.. Effects of sea level rise on salinity intrusion in St. Mark River estuary has been investigated by the application of a 3D hydrodynamic model. The estuary receives freshwater inputs from two upstream tributaries, Wakular River and St. Mark River. The model has been calibrated by using the observed data measured in the estuary. Under the sea level rise of 0.85m, numerical modeling under the flow for the 4-month period in 2000 indicate that, the sea level rise can cause substantial increase of salinity near the lower Wakulla River, with the increase of 9.2 ppt for surface salinity and 12.7 ppt for bottom salinity. At mid estuary, surface salinity increases by 5.6 ppt, and bottom salinity increases by 3.8 ppt. Because the existence of freshwater and brackish marshes through much of the Wakulla River, the substantial increase of salinity by sea level rise of 0.85 m may have significant impact on the ecosystem in Wakala River tributary.

A 3-D DDA damage analysis of brick masonry buildings under the impact of boulders in mountainous areas

In mountainous areas, geological disasters carrying large boulders can cause severe damage to the widely used masonry buildings due to the high impact forces. To better understand the damage of brick masonry buildings under the impact of boulders, a “block-joint” model is developed using threedimensional discontinuous deformation analysis (3-D DDA) to simulate the behaviour of the “brick-mortar” structure. The “block-joint” model is used to capture not only the large displacement and deformation of individual bricks but also the large-scale sliding and opening along the mortar between the bricks. The linear elastic constitutive model is applied to account for the non-plastic deformation behaviour of brick materials. Furthermore, the mechanical characteristics of the mortar are represented using the Mohr-Coulomb and Drucker-Prager criteria. To propose safe structural design schemes and effective reinforcement for brick masonry buildings, seven construction techniques are considered, including different grades of brick and mortar, effective shear areas and reinforced members. The proposed 3-D DDA model is used to analyse the velocity distribution and the key point displacements of the brick masonry building under the impact of boulders. The results show that upgrading the brick and mortar, increasing the wall thickness, making full use of the wall thickness, and adding a circular beam and structural column are very effective approaches for improving the impact resistance of brick masonry buildings.