Nitrate pollution from agriculture in different hydrogeological zones of the regional groundwater flow system in the North China Plain

A survey of the quality of groundwater across a broad area of the North China Plain, undertaken in 1998 to 2000, indicates that nitrate pollution is a serious problem affecting the drinking water for a vast population. The use of nitrogen (N)-fertilizer in agriculture has greatly increased over the past 20 years to meet the food needs of the rapidly expanding population. During the study, 295 water samples were collected from wells and springs to determine the water chemistry and the extent of nitrate pollution. High concentrations of nitrate, especially in a recharge area along the western side, but also in the vicinity of Beijing and locally in other parts of the plain, pose a serious problem for the drinking water supply. In places, the nitrate concentration exceeds the maximum for safe drinking water of 45 mg/L. The intense use of N-fertilizer and the widespread use of untreated groundwater for crop irrigation contribute greatly to the problem, but no doubt the disposal of industrial and municipal waste into streams and infiltrating the aquifer also contribute to the problem; however, the lack of data prevents evaluation of those sources. In the recharge area, nitrate is found at depths of as much as 50 m. Near Beijing, relatively high concentrations of nitrate occur at depths of as much as 80 m. In the discharge area, in the vicinity of the Yellow River, high concentrations of nitrate occur at depths of <8 m.

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Resumen Contaminacíon de nitratos a causa de prácticas agrícolas en diferentes zonas hidrogeológicas del sistema de flujo regional de aguas subterráneas en la planice del norte de China. Un estudio de la calidad del agua subterránea en una zona amplia de la planice del norte de China se llevó a cabo entre 1998 y el año 2000. Este estudio indica que la contaminación de nitratos es un problema grave que afecta el agua potable de una vasta población. El uso de fertilizantes a base de nitratos en la agricultura ha aumentado considerablemente durante los últimos 20 años para satisfacer las necesidades alimentices de la creciente población. Durante el estudio, se tomaron 295 muestras de pozos de agua y manantiales para determinar la química de las aguas y el grado de contaminación por nitratos. Altas concentraciones de nitratos, especialmente en una zona de recarga a lo largo del lado oeste, asì como en la cercanía a Pekín y en zonas locales en otras partes de la planicie, presentan un problema serio al sumunistro de agua potable. En ciertos lugares, la concentracióon de nitratos excede el nivel máximo de seguridad para el agua potable 45 mg NO₃/L. El intenso uso de fertilizantes de nitratos y el abundante uso de agua subterránea sin tratamiento para la irrigación de cultivos contribuyen sustancialmente al problema. Sin embargo, sin lugar a dudas, la descarga de deshechos industriales y municipales en arroyos y en el acuífero también contribuyen al problema. La falta de datos impide la evalución de dichas fuentes. En la zona de recarga se encuentran nitratos hasta los 50 m de profundidad. Cerca a Pekín, concentraciones relativamente altas de nitrato ocurren hasta los 80 m de profunidad. En las zonas de descarga afectadas por el Río Amarillo las concentraciones altas de nitrato se encuentran solamente a menos de 8m de profundidad.

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Resumé Une campagne dévaluation de la qualité de leau souterraine entreprise entre 1998 et 2000 à travers une vaste étendue de la plaine du nord en Chine indique que la pollution par les nitrates est un problème sérieux qui affecte la qualité de leau souterraine pour une abondante population. Lutilisation de fertilisants azotés pour lagriculture a augmenté considérablement durant les 20 dernières années afin de rencontrer les besoins alimentaires dune population à forte croissance. Lors de cette étude, 295 échantillons deau ont été prélevés dans des puits et sources naturelles afin de déterminer la composition chimique de leau souterraine ainsi que létendue de la pollution par les nitrates. Des concentrations élevées de nitrates, en particulier dans une zone de recharge le long de la limite ouest de la plaine, mais aussi dans la région de Beijing et sporadiquement dans la plaine, posent de sérieux problèmes à la consommation de leau souterraine. A certains endroits, la concentration en nitrates excède la valeur maximale acceptée pour la consommation qui est de 45 mg NO₃/L. Lutilisation intensive de fertilisants azotés ainsi que lutilisation répandue deau souterraine non traitée pour lirrigation contribuent pour beaucoup au problème, mais il ne fait pas de doute que le rejet des déchets municipaux et industriels dans les rivières et aquifères y est aussi pour quelque chose. Par contre, le manque de donnés ne permet pas dévaluer la contribution de chacune de ces sources. Dans la zone de recharge, les nitrates se retrouvent à des profondeurs allant jusquà 50 m. Près de Beijing, des concentrations relativement élevées de nitrate ont été mesurées à des profondeurs allant jusquà 80 m. Enfin, dans la zone démergence affectée par la rivière Jaune, les fortes concentrations se retrouvent à une profondeur maximale de 8 m.

     

A 100 m laser strainmeter system installed in a 1 km deep tunnel at Kamioka, Gifu, Japan

We have installed a laser strainmeter system in a deep tunnel about 1,000 m below the ground surface at Kamioka, Gifu, Japan. The system consists of three types of independent interferometers: (1) an EW linear strainmeter of the Michelson type with unequal arms, (2) an NS-EW differential strainmeter of the Michelson type with equal arms and (3) a NS absolute strainmeter of the Fabry–Perot type. These are configured in L-shaped vacuum pipes, each of which has a length of 100 m. (1) and (2) are highly sensitive (order of 10⁻¹³ strain) and have wide dynamical range (10⁻¹³–10⁻⁶). Observations with strainmeters (1) and (2) started on June 11, 2003. (3) is a new device for absolute-length measurements of the order of 10⁻⁹ of a long-baseline (100 m) Fabry–Perot cavity by the use of phase-modulated light. This third strainmeter will be ready for operation before the end of 2004. The laser source of strainmeters (1) and (2) is a frequency-doubled YAG laser with a wavelength of 532 nm. The laser frequency is locked onto an iodine absorption line and a stability of 2 × 10⁻¹³ is attained. The light paths of the laser strainmeter system are enclosed in SUS304 stainless steel pipes. The inside pressure is kept to be 10⁻⁴ Pa. Consequently, quantitative measurement of crustal strains of the order of 10⁻¹³ can be attained by employing the laser strainmeter system of (1) and (2) at Kamioka. This resolving power corresponds to that of a superconducting gravimeter. Using the laser strainmeter system, we expect to determine parameters related to fluid core resonance, core modes and core undertone as well as other geodynamic signals such as slow strain changes caused by silent earthquakes or slow earthquakes.     

Dissociation of CAS phase in the uppermost lower mantle

The high-pressure stability limit of calcium aluminosilicate (CAS) phase has been examined in its end-member CaAl₄Si₂O₁₁ composition at 18–39 GPa and 1,670–2,300 K in a laser-heated diamond-anvil cell (LHDAC). The in-situ synchrotron X-ray diffraction measurements revealed that the CAS phase decomposes into three-phase assemblage of cubic Al-bearing CaSiO₃ perovskite, Al₂O₃ corundum, and SiO₂ stishovite above 30 GPa and 2,000 K with a positive pressure–temperature slope. Present results have important implications for the subsolidus mineral assemblage of subducted sediment and the melting phase relation of basalt in the lower mantle.     

Evaluation of slope stability by finite element method using observed displacement of landslide

To monitor land deformation in detail, we ran a large-scale field test in which an artificial landslide was induced by the application of a load to a natural slope. The measured landslide displacement was reproduced numerically through the use of finite element model analysis with a two-dimensional elasto-viscoplastic model. The analysis suggested that the strength of the sliding surface decreased as the landslide mass moved. We propose a simple method for estimating safety factors. The method involves back-calculation of shear strength parameters through reproduction of observed landslide displacements and calculating the ratio of driving force to resisting force acting on the sliding surface as modeled by joint elements. This ratio, the “stability index”, shows the same trend as safety factors calculated by a two-dimensional limit equilibrium method and a shear strength reduction method that use back-calculated shear strength parameters estimated from the limit equilibrium state. The results indicate that the stability index may be applicable to the assessment of slope stability.     

Concept and performance testing of a high‐capacity oil damper comprising multiple damper units

There has been a significant increase in the size of building structures in recent years. Huge structures such as high‐rise buildings and large‐domed stadiums require high‐performance structural control, including the use of high‐capacity dampers, especially in an earthquake‐prone country like Japan. The objective of the present study was the enhancement of both human and structural safety in such structures through the development of a rate‐dependent type of damper with a high damping capacity. Among the various available types of rate‐dependent dampers, the authors focused on the oil damper owing to its stable performance against long‐duration vibrations. The target maximum damping force was 6000 kN, which is higher than that of any existing oil damper utilized in building structures. The authors developed a novel concept for achieving this high capacity while maintaining the size of the damper within acceptable dimensions from an architectural point of view. The concept involves the use of multiple damper units that produce mechanically parallel damping forces spatially arranged in series. As a prototype, a 1500‐kN oil damper was fabricated by combining three 500‐kN dampers. The 1500‐kN prototype damper was conceived as a full‐scale prototype of a damper that is more slender than comparable commercially available dampers in Japan, and as a scaled model of the proposed 6000‐kN damper. Sinusoidal loading tests were conducted on the prototype damper using a frequency range of 0.1–1.5 Hz and a velocity range of 0.4–300 mm/s. The results confirmed that the damper produced the design damping forces. The results of earthquake loading tests also revealed that the damper exerted a stable damping force against a large earthquake and maintained its performance after the earthquake. The damper is particularly effective against earthquakes with long‐period components that could increase the temperature of a damper. This is afforded by its high heat capacity compared to conventional dampers. Considering that the proposed 6000‐kN damper will generate a damping force that is about 2–3 times that of the strongest conventional oil damper, existing manufacturer test machines would be inadequate for evaluating its full performance characteristics. To address this issue, the authors also propose a test method for evaluating the overall damping force. The method is premised on the fact that the characteristic feature of the proposed damper is its combination of multiple damper units. The overall performance is thus evaluated using the test results for the individual damper units while the other dampers are bypassed. This method was verified by the results of the abovementioned sinusoidal loading tests, with the error for the 1500‐kN prototype damper found to be less than 5%. Copyright © 2016 John Wiley & Sons, Ltd.     

Normal faulting of the Daiichi-Kashima Seamount in the Japan Trench revealed by the Kaiko I cruise, Leg 3

A detailed topographic and geophysical survey of the Daiichi-Kashima Seamount area in the southern Japan Trench, northwestern Pacific margin, clearly defines a high-angle normal fault which splits the seamount into two halves. A fan-shaped zone was investigated along 2–4 km spaced, 100 km long subparallel tracks using narrow multi-beam (Seabeam) echo-sounder with simultaneous measurements of gravity, magnetic total field and single-channel seismic reflection records. Vertical displacement of the inboard half was clearly mapped and its normal fault origin was supported. The northern and southern extensions of the normal fault beyond the flank of the seamount were delineated. Materials on the landward trench slope are displaced upward and to sideways away from the colliding seamount. Canyons observed in the upper landward slope terminate at the mid-slope terrace which has been uplifted since start of subduction of the seamount. Most of the landward slope except for the landward walls aside the seamount comprises only a landslide topography in a manner similar to the northern Japan Trench wall. This survey was conducted on R/V “Jean Charcot” as a part of the Kaiko I cruise, Leg 3, in July–August 1984 under the auspices of the French-Japanese scientific cooperative program.     

Kinetics of nitrogen- or phosphorus-limited growth and effects of growth conditions on nutrient uptake inChattonella antiqua

Chattonella antiqua was grown in a nitrogen- or phosphorus-limited semicontinuous culture system. Using the cells in steady growth state, the relationship between growth rate and cell quota and effects of growth conditions on nitrate, ammonium and phosphate uptake were examined. Under nitrogen-limited conditions, growth rate as a function of nitrogen cell quota followed the empirical Droop equation and the uptake of nitrate and ammonium was not significantly affected by growth rate. Similarly, under phosphorus-limited conditions, the growth rate as a function of phosphorus cell quota also followed the Droop equation and phosphate uptake was not significantly affected by growth rate.Combining the results obtained in the present study with those from previous studies on nutrient uptake, half saturation constants for growth (K _g ) were calculated for nitrate, ammonium and phosphate. Comparisons ofK _g with nutrient concentrations in the Seto Inland Sea in summer, where red tides ofC. antiqua often occur, suggest that phosphate is one of the controlling factors for the population ofC. antiqua.     

Radiant point,trajectory and velocity from single photographic or TV observation

The radiant point can be decided by using assumption that a meteor's velocity is constant by only one photograph with rotation shutter or one TV camera. Trajectory and initial velocity can be decided by using additional assumption beginning with the height of a meteor. In this method, the radiant point can be computed accurately when trajectory length is long enough which can be regarded constant velocity and measurement's error is small.     

Subsurface thermal environment and groundwater flow around Tokyo Bay,Japan

Previous studies and borehole temperature measurements suggest that subsurface temperature distribution on the west side of Tokyo Bay (from Tokyo to Yokohama) is higher than that of the east side (Chiba side). To understand the groundwater flow and other factors which may contribute to the subsurface temperature discrepancy such as geological setting in the study area, groundwater temperature profiles were measured in 119 boreholes around the Tokyo Bay from 2002 to 2007. The data were analyzed and compared with previous studies. Horizontal distribution of subsurface temperature at the depths of −50 and −100 m was made to show the distribution of thermal regime. A cross-section across the bay of Tokyo was made to see the isothermal lines and distribution of hydraulic heads in a vertical perspective. These results show that the highest subsurface temperature zone is in the Tokyo area, along the river valley. Subsurface temperature at the depth of 50- and 100-m below sea level in the western part of the bay is comparatively higher than its eastern side at the same elevation and distance from the bay. This fact suggests that there is a regional groundwater flow system in the area and it is strongly affected by the geological structure, particularly buried valley systems of the bay during the Paleo-Tokyo River and the topographical driving force which is the result of the different elevation of recharge areas. Groundwater discharge is concentrated along the buried valley of Paleo-Tokyo River.