Studies on the Quality of Rainwater at Various Land Use Locations and Variations by Interaction with Domestic Rainwater Harvesting Systems

The present study focused on the quality of rainwater at various land use locations and its variations on interaction with various domestic rainwater harvesting systems.Sampling sites were selected based upon the land use pattern of the locations and were classified as rural, urban, industrial and sub urban. Rainwater samples were collected from the south west monsoon of May 2007 to north east monsoon of October 2008, from four sampling sites namely Kothamangalam, Emakulam, Eloor and Kalamassery, in Ernakulam district of the State of Kerala, which characterized typical rural, urban, industrial and suburban locations respectively. Rain water samples at various stages of harvesting were also collected. The samples were analyzed according to standard procedures and their physico-chemical and microbiological parameters were determined. The variations of the chemical composition of the rainwater collected were studied using statistical methods. It was observed that 17.5%, 30%, 45.8% and 12.1% of rainwater samples collected at rural, urban, industrial and suburban locations respectively had pH less than 5.6, which is considered as the pH of cloud water at equilibrium with atmospheric CO,.Nearly 46% of the rainwater samples were in acidic range in the industrial location while it was only 17% in the rural location. Multivariate statistical analysls was done using Principal Component Analysis, and the sources that inf1uence the composition of rainwater at each locations were identified .which clearly indicated that the quality of rain water is site specific and represents the atmospheric characteristics of the free fall The quality of harvested rainwater showed significant variations at different stages of harvesting due to deposition of dust from the roof catchment surface, leaching of cement constituents etc. Except the micro biological quality, the harvested rainwater satisfied the Indian Standard guide lines for drinking water. Studies conducted on the leaching of cement constituents in water concluded that tanks made with ordinary portland cement and portland pozzolana cement could be safely used for storage of rain water.

Propagation of Microwaves in the Troposphere with Potential Application to GPS based Navigation and Meteorology with emphasis on Indian region

Global Positioning System (GPS), with its high integrity, continuous availability and reliability, revolutionized the navigation system based on radio ranging. With four or more GPS satellites in view, a GPS receiver can find its location anywhere over the globe with accuracy of few meters. High accuracy - within centimeters, or even millimeters is achievable by correcting the GPS signal with external augmentation system. The use of satellite for critical application like navigation has become a reality through the development of these augmentation systems (like W AAS, SDCM, and EGNOS, etc.) with a primary objective of providing essential integrity information needed for navigation service in their respective regions. Apart from these, many countries have initiated developing space-based regional augmentation systems like GAGAN and IRNSS of India, MSAS and QZSS of Japan, COMPASS of China, etc. In future, these regional systems will operate simultaneously and emerge as a Global Navigation Satellite System or GNSS to support a broad range of activities in the global navigation sector.Among different types of error sources in the GPS precise positioning, the propagation delay due to the atmospheric refraction is a limiting factor on the achievable accuracy using this system. The WADGPS, aimed for accurate positioning over a large area though broadcasts different errors involved in GPS ranging including ionosphere and troposphere errors, due to the large temporal and spatial variations in different atmospheric parameters especially in lower atmosphere (troposphere), the use of these broadcasted tropospheric corrections are not sufficiently accurate. This necessitated the estimation of tropospheric error based on realistic values of tropospheric refractivity. Presently available methodologies for the estimation of tropospheric delay are mostly based on the atmospheric data and GPS measurements from the mid-latitude regions, where the atmospheric conditions are significantly different from that over the tropics. No such attempts were made over the tropics. In a practical approach when the measured atmospheric parameters are not available analytical models evolved using data from mid-latitudes for this purpose alone can be used. The major drawback of these existing models is that it neglects the seasonal variation of the atmospheric parameters at stations near the equator. At tropics the model underestimates the delay in quite a few occasions. In this context, the present study is afirst and major step towards the development of models for tropospheric delay over the Indian region which is a prime requisite for future space based navigation program (GAGAN and IRNSS). Apart from the models based on the measured surface parameters, a region specific model which does not require any measured atmospheric parameter as input, but depends on latitude and day of the year was developed for the tropical region with emphasis on Indian sector.Large variability of atmospheric water vapor content in short spatial and/or temporal scales makes its measurement rather involved and expensive. A local network of GPS receivers is an effective tool for water vapor remote sensing over the land. This recently developed technique proves to be an effective tool for measuring PW. The potential of using GPS to estimate water vapor in the atmosphere at all-weather condition and with high temporal resolution is attempted. This will be useful for retrieving columnar water vapor from ground based GPS data. A good network of GPS could be a major source of water vapor information for Numerical Weather Prediction models and could act as surrogate to the data gap in microwave remote sensing for water vapor over land.

Studies on rainfall variability and the influence of orography and land use on the climate of Peninsular India

The present study helped to understand the trend in rainfall patterns at smaller spatial scales and the large regional differences in the variability of rainfall. The effect of land use and orography on the diurnal variability is also understood. But a better understanding on the long term variation in rainfall is possible by using a longer dataset,which may provide insight into the rainfall variation over country during the past century. The basic mechanism behind the interannual rainfall variability would be possible with numerical studies using coupled Ocean-Atmosphere models. The regional difference in the active-break conditions points to the significance of regional studies than considering India as a single unit. The underlying dynamics of diurnal variability need to be studied by making use of a high resolution model as the present study could not simulate the local onshore circulation. Also the land use modification in this study, selected a region, which is surrounded by crop land. This implies the high possibility for the conversion of the remaining region to agricultural land. Therefore the study is useful than considering idealized conditions, but the adverse effect of irrigated crop is more than non-irrigated crop. Therefore, such studies would help to understand the climate changes occurred in the recent period. The large accumulation of rainfall between 300-600 m height of western Ghats has been found but the reason behind this need to be studied, which is possible by utilizing datasets that would better represent the orography and landuse over the region in high resolution model. Similarly a detailed analysis is needed to clearly identify the causative relations of the predictors identified with the predictant and the physical reasons behind them. New approaches that include nonlinear relationships and dynamical variables from model simulations can be included in the existing statistical models to improve the skill of the models. Also the statistical models for the forecasts of monsoon have to be continually updated.

Continuum bound states as surface states of a finite periodic system

We discuss the relation between continuum bound states (CBSs) localized on a defect, and surface states of a finite periodic system. We model an experiment of Capasso et al. [F. Capasso, C. Sirtori, J. Faist, D. L. Sivco, S-N. G. Chu, and A. Y. Cho, Nature (London) 358, 565 (1992)] using the transfer-matrix method. We compute the rate for intrasubband transitions from the ground state to the CBS and derive a sum rule. Finally we show how to improve the confinement of a CBS while keeping the energy fixed.

Performance of correlation functionals in ab initio chemisorption cluster-model calculations: Alkali metals on Si(111)

The performance of different correlation functionals has been tested for alkali metals, Li to Cs, interacting with cluster models simulating different active sites of the Si(111) surface. In all cases, the ab initio Hartree-Fock density has been obtained and used as a starting point. The electronic correlation energy is then introduced as an a posteriori correction to the Hartree-Fock energy using different correlation functionals. By making use of the ionic nature of the interaction and of different dissociation limits we have been able to prove that all functionals tested introduce the right correlation energy, although to a different extent. Hence, correlation functionals appear as an effective and easy way to introduce electronic correlation in the ab initio Hartree-Fock description of the chemisorption bond in complex systems where conventional configuration interaction techniques cannot be used. However, the calculated energies may differ by some tens of eV. Therefore, these methods can be employed to get a qualitative idea of how important correlation effects are, but they have some limitations if accurate binding energies are to be obtained.

Ground- and excited-state properties of M-center oxygen vacancy aggregates in the bulk and the surface of MgO

Aggregates of oxygen vacancies (F centers) represent a particular form of point defects in ionic crystals. In this study we have considered the combination of two oxygen vacancies, the M center, in the bulk and on the surface of MgO by means of cluster model calculations. Both neutral and charged forms of the defect M and M+ have been taken into account. The ground state of the M center is characterized by the presence of two doubly occupied impurity levels in the gap of the material; in M+ centers the highest level is singly occupied. For the ground-state properties we used a gradient corrected density functional theory approach. The dipole-allowed singlet-to-singlet and doublet-to-doublet electronic transitions have been determined by means of explicitly correlated multireference second-order perturbation theory calculations. These have been compared with optical transitions determined with the time-dependent density functional theory formalism. The results show that bulk M and M+ centers give rise to intense absorptions at about 4.4 and 4.0 eV, respectively. Another less intense transition at 1.3 eV has also been found for the M+ center. On the surface the transitions occur at 1.6 eV (M+) and 2 eV (M). The results are compared with recently reported electron energy loss spectroscopy spectra on MgO thin films.

Role of sea-surface wind and transport on enhanced aerosol optical depth observed over the Arabian Sea

The objective of this study is to understand the reasons for the enhancement in aerosol optical depth (AOD) over the Arabian Sea observed during June, July and August. During these months, high values of AOD are found over the sea beyond 10◦ N and adjacent regions. The Arabian Sea is bounded by the lands of Asia and Africa on its three sides. So the region is influenced by transported aerosols from the surroundings as well as aerosols of local origin (marine aerosols). During the summer monsoon season in India, strong surface winds with velocities around 15 m s−1 are experienced over most parts of the Arabian Sea. These winds are capable of increasing sea spray activity, thereby enhancing the production of marine aerosols. The strong winds increase the contribution of marine aerosols over the region to about 60% of the total aerosol content. The main components of marine aerosols include sea salt and sulphate particles. The remaining part of the aerosol particles comes from the western and northern land masses around the sea, of which the main component is transported dust particles. This transport is observed at higher altitudes starting from 600 m. At low levels, the transport occurs mainly from the Indian Ocean and the Arabian Sea itself, indicating the predominance of marine aerosols at these levels. The major portion of the total aerosol loading was contributed by coarse-mode particles during the period of study. But in the winter season, the concentration of coarse-mode aerosols is found to be less. From the analysis, it is concluded that the increase in marine aerosols and dust particles transported from nearby deserts results in an increase in aerosol content over the Arabian Sea during June, July and August.

Optimization of carbon and nitrogen sources and growth factors for the production of an aquaculture probiotic (Pseudomonas MCCB 103) using response surface methodology

Aim: To develop a new medium for enhanced production of biomass of an aquaculture probiotic Pseudomonas MCCB 103 and its antagonistic phenazine compound, pyocyanin. Methods and Results: Carbon and nitrogen sources and growth factors, such as amino acids and vitamins, were screened initially in a mineral medium for the biomass and antagonistic compound of Pseudomonas MCCB 103. The selected ingredients were further optimized using a full-factorial central composite design of the response surface methodology. The medium optimized as per the model for biomass contained mannitol (20 g l)1), glycerol (20 g l)1), sodium chloride (5 g l)1), urea (3Æ3 g l)1) and mineral salts solution (20 ml l)1), and the one optimized for the antagonistic compound contained mannitol (2 g l)1), glycerol (20 g l)1), sodium chloride (5Æ1 g l)1), urea (3Æ6 g l)1) and mineral salts solution (20 ml l)1). Subsequently, the model was validated experimentally with a biomass increase by 19% and fivefold increase of the antagonistic compound. Conclusion: Significant increase in the biomass and antagonistic compound production could be obtained in the new media. Significance and Impact of the Study: Media formulation and optimization are the primary steps involved in bioprocess technology, an attempt not made so far in the production of aquaculture probiotics

Finite size effects on the electrical properties of sol–gel synthesized CoFe2O4 powders: deviation from Maxwell–Wagner theory and evidence of surface polarization effects

Fine particles of cobalt ferrite were synthesized by the sol–gel method. Subsequent heat treatment at different temperatures yielded cobalt ferrites having different grain sizes. X-ray diffraction studies were carried out to elucidate the structure of all the samples. Dielectric permittivity and ac conductivity of all the samples were evaluated as a function of frequency, temperature and grain size. The variation of permittivity and ac conductivity with frequency reveals that the dispersion is due to Maxwell–Wagner type interfacial polarization in general, with a noted variation from the expected behaviour for the cold synthesized samples. High permittivity and conductivity for small grains were explained on the basis of the correlated barrier-hopping model

Estimation of Effective Impervious Surface Area of Cochin using Satellite Images

Urbanization refers to the process in which an increasing proportion of a population lives in cities and suburbs. Urbanization fuels the alteration of the Land use/Land cover pattern of the region including increase in built-up area, leading to imperviousness of the ground surface. With increasing urbanization and population pressures; the impervious areas in the cities are increasing fast. An impervious surface refers to an anthropogenic ally modified surface that prevents water from infiltrating into the soil. Surface imperviousness mapping is important for the studies related to water cycling, water quality, soil erosion, flood water drainage, non-point source pollution, urban heat island effect and urban hydrology. The present study estimates the Total Impervious Area (TIA) of the city of Kochi using high resolution satellite image (LISS IV, 5m. resolution). Additionally the study maps the Effective Impervious Area (EIA) by coupling the capabilities of GIS and Remote Sensing. Land use/Land cover map of the study area was prepared from the LISS IV image acquired for the year 2012. The classes were merged to prepare a map showing pervious and impervious area. Supervised Maximum Likelihood Classification (Supervised MLC),which is a simple but accurate method for image classification, is used in calculating TIA and an overall classification accuracy of 86.33% was obtained. Water bodies are 100% pervious, whereas urban built up area are 100% impervious. Further based on percentage of imperviousness, the Total Impervious Area is categorized into various classes

A study on the performance of flexible pavements on mature soil subgrades

The country has witnessed tremendous increase in the vehicle population and increased axle loading pattern during the last decade, leaving its road network overstressed and leading to premature failure. The type of deterioration present in the pavement should be considered for determining whether it has a functional or structural deficiency, so that appropriate overlay type and design can be developed. Structural failure arises from the conditions that adversely affect the load carrying capability of the pavement structure. Inadequate thickness, cracking, distortion and disintegration cause structural deficiency. Functional deficiency arises when the pavement does not provide a smooth riding surface and comfort to the user. This can be due to poor surface friction and texture, hydro planning and splash from wheel path, rutting and excess surface distortion such as potholes, corrugation, faulting, blow up, settlement, heaves etc. Functional condition determines the level of service provided by the facility to its users at a particular time and also the Vehicle Operating Costs (VOC), thus influencing the national economy. Prediction of the pavement deterioration is helpful to assess the remaining effective service life (RSL) of the pavement structure on the basis of reduction in performance levels, and apply various alternative designs and rehabilitation strategies with a long range funding requirement for pavement preservation. In addition, they can predict the impact of treatment on the condition of the sections. The infrastructure prediction models can thus be classified into four groups, namely primary response models, structural performance models, functional performance models and damage models. The factors affecting the deterioration of the roads are very complex in nature and vary from place to place. Hence there is need to have a thorough study of the deterioration mechanism under varied climatic zones and soil conditions before arriving at a definite strategy of road improvement. Realizing the need for a detailed study involving all types of roads in the state with varying traffic and soil conditions, the present study has been attempted. This study attempts to identify the parameters that affect the performance of roads and to develop performance models suitable to Kerala conditions. A critical review of the various factors that contribute to the pavement performance has been presented based on the data collected from selected road stretches and also from five corporations of Kerala. These roads represent the urban conditions as well as National Highways, State Highways and Major District Roads in the sub urban and rural conditions. This research work is a pursuit towards a study of the road condition of Kerala with respect to varying soil, traffic and climatic conditions, periodic performance evaluation of selected roads of representative types and development of distress prediction models for roads of Kerala. In order to achieve this aim, the study is focused into 2 parts. The first part deals with the study of the pavement condition and subgrade soil properties of urban roads distributed in 5 Corporations of Kerala; namely Thiruvananthapuram, Kollam, Kochi, Thrissur and Kozhikode. From selected 44 roads, 68 homogeneous sections were studied. The data collected on the functional and structural condition of the surface include pavement distress in terms of cracks, potholes, rutting, raveling and pothole patching. The structural strength of the pavement was measured as rebound deflection using Benkelman Beam deflection studies. In order to collect the details of the pavement layers and find out the subgrade soil properties, trial pits were dug and the in-situ field density was found using the Sand Replacement Method. Laboratory investigations were carried out to find out the subgrade soil properties, soil classification, Atterberg limits, Optimum Moisture Content, Field Moisture Content and 4 days soaked CBR. The relative compaction in the field was also determined. The traffic details were also collected by conducting traffic volume count survey and axle load survey. From the data thus collected, the strength of the pavement was calculated which is a function of the layer coefficient and thickness and is represented as Structural Number (SN). This was further related to the CBR value of the soil and the Modified Structural Number (MSN) was found out. The condition of the pavement was represented in terms of the Pavement Condition Index (PCI) which is a function of the distress of the surface at the time of the investigation and calculated in the present study using deduct value method developed by U S Army Corps of Engineers. The influence of subgrade soil type and pavement condition on the relationship between MSN and rebound deflection was studied using appropriate plots for predominant types of soil and for classified value of Pavement Condition Index. The relationship will be helpful for practicing engineers to design the overlay thickness required for the pavement, without conducting the BBD test. Regression analysis using SPSS was done with various trials to find out the best fit relationship between the rebound deflection and CBR, and other soil properties for Gravel, Sand, Silt & Clay fractions. The second part of the study deals with periodic performance evaluation of selected road stretches representing National Highway (NH), State Highway (SH) and Major District Road (MDR), located in different geographical conditions and with varying traffic. 8 road sections divided into 15 homogeneous sections were selected for the study and 6 sets of continuous periodic data were collected. The periodic data collected include the functional and structural condition in terms of distress (pothole, pothole patch, cracks, rutting and raveling), skid resistance using a portable skid resistance pendulum, surface unevenness using Bump Integrator, texture depth using sand patch method and rebound deflection using Benkelman Beam. Baseline data of the study stretches were collected as one time data. Pavement history was obtained as secondary data. Pavement drainage characteristics were collected in terms of camber or cross slope using camber board (slope meter) for the carriage way and shoulders, availability of longitudinal side drain, presence of valley, terrain condition, soil moisture content, water table data, High Flood Level, rainfall data, land use and cross slope of the adjoining land. These data were used for finding out the drainage condition of the study stretches. Traffic studies were conducted, including classified volume count and axle load studies. From the field data thus collected, the progression of each parameter was plotted for all the study roads; and validated for their accuracy. Structural Number (SN) and Modified Structural Number (MSN) were calculated for the study stretches. Progression of the deflection, distress, unevenness, skid resistance and macro texture of the study roads were evaluated. Since the deterioration of the pavement is a complex phenomena contributed by all the above factors, pavement deterioration models were developed as non linear regression models, using SPSS with the periodic data collected for all the above road stretches. General models were developed for cracking progression, raveling progression, pothole progression and roughness progression using SPSS. A model for construction quality was also developed. Calibration of HDM–4 pavement deterioration models for local conditions was done using the data for Cracking, Raveling, Pothole and Roughness. Validation was done using the data collected in 2013. The application of HDM-4 to compare different maintenance and rehabilitation options were studied considering the deterioration parameters like cracking, pothole and raveling. The alternatives considered for analysis were base alternative with crack sealing and patching, overlay with 40 mm BC using ordinary bitumen, overlay with 40 mm BC using Natural Rubber Modified Bitumen and an overlay of Ultra Thin White Topping. Economic analysis of these options was done considering the Life Cycle Cost (LCC). The average speed that can be obtained by applying these options were also compared. The results were in favour of Ultra Thin White Topping over flexible pavements. Hence, Design Charts were also plotted for estimation of maximum wheel load stresses for different slab thickness under different soil conditions. The design charts showed the maximum stress for a particular slab thickness and different soil conditions incorporating different k values. These charts can be handy for a design engineer. Fuzzy rule based models developed for site specific conditions were compared with regression models developed using SPSS. The Riding Comfort Index (RCI) was calculated and correlated with unevenness to develop a relationship. Relationships were developed between Skid Number and Macro Texture of the pavement. The effort made through this research work will be helpful to highway engineers in understanding the behaviour of flexible pavements in Kerala conditions and for arriving at suitable maintenance and rehabilitation strategies. Key Words: Flexible Pavements – Performance Evaluation – Urban Roads – NH – SH and other roads – Performance Models – Deflection – Riding Comfort Index – Skid Resistance – Texture Depth – Unevenness – Ultra Thin White Topping

Profile simulations of gas chopping etching processes : model development and comparison with experiments

The progress in microsystem technology or nano technology places extended requirements to the fabrication processes. The trend is moving towards structuring within the nanometer scale on the one hand, and towards fabrication of structures with high aspect ratio (ratio of vertical vs. lateral dimensions) and large depths in the 100 µm scale on the other hand. Current procedures for the microstructuring of silicon are wet chemical etching and dry or plasma etching. A modern plasma etching technique for the structuring of silicon is the so-called "gas chopping" etching technique (also called "time-multiplexed etching"). In this etching technique, passivation cycles, which prevent lateral underetching of sidewalls, and etching cycles, which etch preferably in the vertical direction because of the sidewall passivation, are constantly alternated during the complete etching process. To do this, a CHF3/CH4 plasma, which generates CF monomeres is employed during the passivation cycle, and a SF6/Ar, which generates fluorine radicals and ions plasma is employed during the etching cycle. Depending on the requirements on the etched profile, the durations of the individual passivation and etching cycles are in the range of a few seconds up to several minutes. The profiles achieved with this etching process crucially depend on the flow of reactants, i.e. CF monomeres during the passivation cycle, and ions and fluorine radicals during the etching cycle, to the bottom of the profile, especially for profiles with high aspect ratio. With regard to the predictability of the etching processes, knowledge of the fundamental effects taking place during a gas chopping etching process, and their impact onto the resulting profile is required. For this purpose in the context of this work, a model for the description of the profile evolution of such etching processes is proposed, which considers the reactions (etching or deposition) at the sample surface on a phenomenological basis. Furthermore, the reactant transport inside the etching trench is modelled, based on angular distribution functions and on absorption probabilities at the sidewalls and bottom of the trench. A comparison of the simulated profiles with corresponding experimental profiles reveals that the proposed model reproduces the experimental profiles, if the angular distribution functions and absorption probabilities employed in the model is in agreement with data found in the literature. Therefor the model developed in the context of this work is an adequate description of the effects taking place during a gas chopping plasma etching process.

Composition and stability of organic matter fractions in soils under different land use regimes

Soil organic matter (SOM) vitally impacts all soil functions and plays a key role in the global carbon (C) cycle. More than 70% of the terrestric C stocks that participate in the active C cycle are stored in the soil. Therefore, quantitative knowledge of the rates of C incorporation into SOM fractions of different residence time is crucial to understand and predict the sequestration and stabilization of soil organic carbon (SOC). Consequently, there is a need of fractionation procedures that are capable of isolating functionally SOM fractions, i.e. fractions that are defined by their stability. The literature generally refers to three main mechanisms of SOM stabilization: protection of SOM from decomposition by (i) its structural composition, i.e. recalcitrance, (ii) spatial inaccessibility and/or (iii) interaction with soil minerals and metal ions. One of the difficulties in developing fractionation procedures for the isolation of functional SOM fractions is the marked heterogeneity of the soil environment with its various stabilization mechanisms – often several mechanisms operating simultaneously – in soils and soil horizons of different texture and mineralogy. The overall objective of the present thesis was to evaluate present fractionation techniques and to get a better understanding of the factors of SOM sequestration and stabilization. The first part of this study is attended to the structural composition of SOM. Using 13C cross-polarization magic-angle spinning (CPMAS) nuclear magnetic resonance (NMR) spectroscopy, (i) the effect of land use on SOM composition was investigated and (ii) examined whether SOM composition contributes to the different stability of SOM in density and aggregate fractions. The second part of the present work deals with the mineral-associated SOM fraction. The aim was (iii) to evaluate the suitability of chemical fractionation procedures used in the literature for the isolation of stable SOM pools (stepwise hydrolysis, treatments using oxidizing agents like Na2S2O8, H2O2, and NaOCl as well as demineralization of the residue obtained by the NaOCl treatment using HF (NaOCl+HF)) by pool sizes, 13C and 14C data. Further, (iv) the isolated SOM fractions were compared to the inert organic matter (IOM) pool obtained for the investigated soils using the Rothamsted Carbon Model and isotope data in order to see whether the tested chemical fractionation methods produce SOM fractions capable to represent this pool. Besides chemical fractionation, (v) the suitability of thermal oxidation at different temperatures for obtaining stable SOC pools was evaluated. Finally, (vi) the short-term aggregate dynamics and the factors that impact macroaggregate formation and C stabilization were investigated by means of an incubation study using treatments with and without application of 15N labeled maize straw of different degradability (leaves and coarse roots). All treatments were conducted with and without the addition of fungicide. Two study sites with different soil properties and land managements were chosen for these investigations. The first one, located at Rotthalmünster, is a Stagnic Luvisol (silty loam) under different land use regimes. The Ah horizons of a spruce forest and continuous grassland and the Ap and E horizons of two plots with arable crops (continuous maize and wheat cropping) were examined. The soil of the second study site, located at Halle, is a Haplic Phaeozem (loamy sand) where the Ap horizons of two plots with arable crops (continuous maize and rye cropping) were investigated. Both study sites had a C3-/C4-vegetational change on the maize plot for the purpose of tracing the incorporation of the younger, maize-derived C into different SOM fractions and the calculation of apparent C turnover times of these. The Halle site is located near a train station and industrial areas, which caused a contamination with high amounts of fossil C. The investigation of aggregate and density fractions by 13C CPMAS NMR spectroscopy revealed that density fractionation isolated SOM fractions of different composition. The consumption of a considerable part (10–20%) of the easily available O-alkyl-C and the selective preservation of the more recalcitrant alkyl-C when passing from litter to the different particulate organic matter (POM) fractions suggest that density fractionation was able to isolate SOM fractions with different degrees of decomposition. The spectra of the aggregate fractions resembled those of the mineral-associated SOM fraction obtained by density fractionation and no considerable differences were observed between aggregate size classes. Comparison of plant litter, density and aggregate size fractions from soil under different land use showed that the type of land use markedly influenced the composition of SOM. While SOM of the acid forest soil was characterized by a large content (> 50%) of POM, which contained high amounts of spruce-litter derived alkyl-C, the organic matter in the biologically more active grassland and arable soils was dominated by mineral-associated SOM (> 95%). This SOM fraction comprised greater proportions of aryl- and carbonyl-C and is considered to contain a higher amount of microbially-derived organic substances. Land use can alter both, structure and stability of SOM fractions. All applied chemical treatments induced considerable SOC losses (> 70–95% of mineral-associated SOM) in the investigated soils. The proportion of residual C after chemical fractionation was largest in the arable Ap and E horizons and increased with decreasing C content in the initial SOC after stepwise hydrolysis as well as after the oxidative treatments with H2O2 and Na2S2O8. This can be expected for a functional stable pool of SOM, because it is assumed that the more easily available part of SOC is consumed first if C inputs decrease. All chemical treatments led to a preferential loss of the younger, maize-derived SOC, but this was most pronounced after the treatments with Na2S2O8 and H2O2. After all chemical fractionations, the mean 14C ages of SOC were higher than in the mineral-associated SOM fraction for both study sites and increased in the order: NaOCl < NaOCl+HF ≤ stepwise hydrolysis << H2O2 ≈ Na2S2O8. The results suggest that all treatments were capable of isolating a more stable SOM fraction, but the treatments with H2O2 and Na2S2O8 were the most efficient ones. However, none of the chemical fractionation methods was able to fit the IOM pool calculated using the Rothamsted Carbon Model and isotope data. In the evaluation of thermal oxidation for obtaining stable C fractions, SOC losses increased with temperature from 24–48% (200°C) to 100% (500°C). In the Halle maize Ap horizon, losses of the young, maize-derived C were considerably higher than losses of the older C3-derived C, leading to an increase in the apparent C turnover time from 220 years in mineral-associated SOC to 1158 years after thermal oxidation at 300°C. Most likely, the preferential loss of maize-derived C in the Halle soil was caused by the presence of the high amounts of fossil C mentioned above, which make up a relatively large thermally stable C3-C pool in this soil. This agrees with lower overall SOC losses for the Halle Ap horizon compared to the Rotthalmünster Ap horizon. In the Rotthalmünster soil only slightly more maize-derived than C3-derived SOC was removed by thermal oxidation. Apparent C turnover times increased slightly from 58 years in mineral-associated SOC to 77 years after thermal oxidation at 300°C in the Rotthalmünster Ap and from 151 to 247 years in the Rotthalmünster E horizon. This led to the conclusion that thermal oxidation of SOM was not capable of isolating SOM fractions of considerably higher stability. The incubation experiment showed that macroaggregates develop rapidly after the addition of easily available plant residues. Within the first four weeks of incubation, the maximum aggregation was reached in all treatments without addition of fungicide. The formation of water-stable macroaggregates was related to the size of the microbial biomass pool and its activity. Furthermore, fungi were found to be crucial for the development of soil macroaggregates as the formation of water-stable macroaggregates was significantly delayed in the fungicide treated soils. The C concentration in the obtained aggregate fractions decreased with decreasing aggregate size class, which is in line with the aggregate hierarchy postulated by several authors for soils with SOM as the major binding agent. Macroaggregation involved incorporation of large amounts maize-derived organic matter, but macroaggregates did not play the most important role in the stabilization of maize-derived SOM, because of their relatively low amount (less than 10% of the soil mass). Furthermore, the maize-derived organic matter was quickly incorporated into all aggregate size classes. The microaggregate fraction stored the largest quantities of maize-derived C and N – up to 70% of the residual maize-C and -N were stored in this fraction.

Einfluß der Gewässerversauerung auf Hyporheos und Bryorheos: Untersuchungen an zwei Waldbächen im Westharz

Im Rahmen der Fallstudie Harz sollte an der Schnittstelle zwischen Grundlagenforschung und angewandter Forschung ein Beitrag zur Klärung der Frage geleistet werden, inwieweit zwei Zuläufe der Sösetalsperre im Westharz versauert bzw. versauerungsgefährdet sind; aus diesem Stausee wird Trinkwasser für mehrere Gemeinden in Norddeutschland gewonnen. Die Belastung des fast vollständig bewaldeten Einzugsgebiets der Sösetalsperre mit luftbürtigen Schadstoffen (Saurer Regen) zählte zu den höchsten in Mitteleuropa. An jeweils drei Untersuchungsstellen der beiden Bäche Alte Riefensbeek (R1 bis R3) und Große Söse (S1 bis S3) wurden zwischen März 1987 und November 1988 Proben aus Moospolstern und dem hyporheischen Interstitial entnommen und physikalisch, chemisch und biologisch untersucht. Ergänzend wurden Wasserproben zwischen März 1986 und Oktober 1991 sowie vom April 1998 ebenso wie qualitative Fänge von Makroinvertebraten zwischen November 1986 und Juli 1990 sowie vom April 1998 ausgewertet. Die Analyse der tierischen Besiedlung der Moos- und Interstitialproben beschränkte sich auf die taxonomischen Gruppen Turbellaria (Strudelwürmer), Mollusca (Weichtiere), Amphipoda (Flohkrebse), Ephemeroptera (Eintagsfliegen), Plecoptera (Steinfliegen), Heteroptera (Wanzen), Megaloptera (Schlammfliegen), Coleoptera (Käfer), Trichoptera (Köcherfliegen) und Diptera (Zweiflügler). Der Grundsatz, daß normalverteilte und nicht normalverteilte Daten statistisch unterschiedlich behandelt werden müssen, wurde konsequent angewandt. Am Beispiel der Choriotopstruktur wurde gezeigt, daß die Auswahl des Analyseverfahrens das Ergebnis der ökologischen Interpretation multivariater statistischer Auswertung beeinflußt. Die Daten der Korngrößen-Verteilung wurden vergleichend einer univariaten und einer multivariaten statistischen Analyse unterworfen. Mit dem univariaten Verfahren wurden die Gradienten der ökologisch relevanten Korngrößen-Parameter eher erkannt als mit dem multivariaten Verfahren. Die Auswirkungen von Gewässerversauerung sowie anderer Umweltfaktoren (insgesamt 42 Faktoren) auf die Lebensgemeinschaften wurden anhand der Parameter Artenzahl, Besiedlungsdichte, Körpergröße und Biomasse untersucht. Abundanz, Biomasse und Körpergröße sowie die Umweltfaktoren wurden auf einem horizontalen Gradienten, d.h. im Längslauf der Bäche, und auf einem vertikalen Gradienten, d.h. fließende Welle / Bryorheon / Benthon versus Hyporheon, untersucht. Es wurde ein terminologisches System für die Kompartimente in der Fließgewässer-Aue vorgeschlagen, das in sich einheitlich ist. Es wurde ein neuer Moos-Vitalitätsindex für die Moospolster vorgestellt. Es wurden Bestimmungsschlüssel für die Larven der Chloroperlidae (Steinfliegen-Familie) und der Empididae (Tanzfliegen) in den beiden Harzbächen entwickelt. Die untersuchten Bachstrecken waren frei von Abwasserbelastung. An zwei Stellen wurde Wasser für einen Forellenteich ausgeleitet. Abgesehen von zwei meterhohen Abstürzen in der Großen Söse waren wasserbauliche Veränderungen ohne große Bedeutung. Das Abfluß-Regime war insofern nicht mehr natürlich, als beide Bäche in das System der bergbaulichen Bewässerungsgräben des Oberharzes eingebunden sind. Die Söse hatte ein F-nivopluviales Abfluß-Regime, der abflußreichste Doppelmonat war der März / April, die Unregelmäßigkeit des Abfluß-Regimes war sehr hoch, die Vorhersagbarkeit sehr niedrig, die monatlichen Abfluß-Maxima wiesen eine sehr geringe Konstanz auf. Der Zeitraum der biologischen Probenahme wurde von überdurchschnittlich vielen Tagen mit mäßig erhöhten Abflüssen geprägt, sehr große Hochwasser-Wellen fehlten aber. Die Abfluß-Dynamik wurde statistisch beschrieben. Das hydraulische Regime wurde anhand der Meßgrößen Fließgeschwindigkeit, Fließkraft und FROUDE-Zahl dargestellt. Der Zusammenhang zwischen Abfluß und Fließgeschwindigkeit auf der einen Seite und der Korngrößen-Verteilung auf der anderen Seite wurde statistisch untersucht, ebenfalls zwischen dem Abfluß und dem Kohlenstoff- und Stickstoff-Gehalt der Feinstpartikel sowie dem Wasserchemismus. In den Phasen ohne Hochwasser hatte das Hyporheal die Funktion einer Senke für Feinstkörner. Das Bachbett der Alten Riefensbeek war stabiler als das der Großen Söse. Insgesamt gesehen war das hyporheische Sediment in den quellnahen Abschnitten grobkörniger und auf den quellfernen Strecken feinkörniger. Der prozentuale Anteil der Feinstkörner im Hyporheal und Benthal nahm aber im Längslauf der Bäche ab. Dies ist ungewöhnlich, konnte aber nicht plausibel mit geologischen und hydrologischen Meßgrößen erklärt werden. Beide Bäche waren sommerkalt. Der Einfluß der Wassertemperatur auf die Larvalentwicklung wurde beispielhaft an den Taxa Baetis spp. und Leuctra gr. inermis untersucht. Es gab eine Tendenz, daß der Kohlenstoff- und Stickstoff-Gehalt der Feinstpartikel vom Benthal in das Hyporheal anstieg. Dies war ein weiterer Hinweis darauf, daß das Hyporheal die Funktion einer Senke und Vorratskammer für Nährstoffe hat. Der Zusammenhang zwischen partikulärer und gelöster Kohlenstoff-Fraktion wurde diskutiert. Im Hyporheon war die Nitrifikation nicht stärker als in der fließenden Welle. Es gab Hinweise, daß die sauren pH-Werte in der Großen Söse die Nitrifikation hemmten. Die Valenzen der Moos- und Tier-Taxa bezüglich Fließgeschwindigkeit, pH-Wert, Alkalinität sowie der Gehalte von Sauerstoff, Calcium, Magnesium, Kalium und Natrium wurden zusammengestellt. Das hyporheische Sediment war sehr grob und hatte eine hohe Porosität. Der Austausch zwischen fließender Welle und hyporheischem Wasser konnte deshalb sehr schnell erfolgen, es gab keine intergranulare Sprungschicht, die physikalischen und chemischen Tiefengradienten waren in den meisten Fällen gar nicht ausgeprägt oder nur sehr flach. Die Wassertemperatur des Freiwassers unterschied sich nicht signifikant von derjenigen im hyporheischen Wasser. Es gab -- von wenigen Ausnahmen bei pH-Wert, Leitfähigkeit und Sauerstoffgehalt abgesehen -- keine signifikanten Unterschiede zwischen dem Wasserchemismus der fließenden Welle und dem des Hyporheals. Die physikalischen und chemischen Voraussetzungen für die Refugialfunktion des Hyporheons waren deshalb für versauerungsempfindliche Taxa nicht gegeben. In der Tiefenverteilung der untersuchten Tiergruppen im Hyporheal lag das Maximum der Abundanz bzw. Biomasse häufiger in 10 cm als in 30 cm Tiefe. Daraus läßt sich aber keine allgemeine Gesetzmäßigkeit ableiten. Es wurde durchgehend die Definition angewendet, daß die Gewässerversauerung durch den Verlust an Pufferkapazität charakterisiert ist. Saure Gewässer können, müssen aber nicht versauert sein; versauerte Gewässer können, müssen aber nicht saures Wasser haben. Maßstab für das Pufferungsvermögen eines Gewässers ist nicht der pH-Wert, sondern sind die Alkalinität und andere chemische Versauerungsparameter. Der pH-Wert war auch operativ nicht als Indikator für Gewässerversauerung anwendbar. Die chemische Qualität des Bachwassers der Großen Söse entsprach aufgrund der Versauerung nicht den umweltrechtlichen Vorgaben bezüglich der Parameter pH-Wert, Aluminium, Eisen und Mangan, bzgl. Zink galt dies nur an S1. In der Alten Riefensbeek genügte das Hyporheal-Wasser in 30 cm Tiefe an R2 bzgl. des Sauerstoff-Gehalts nicht den umweltrechtlichen Anforderungen. Nur im Freiwasser an R1 genügten die Ammonium-Werte den Vorgaben der EG-Fischgewässer-Richtlinie, der Grenzwert wurde an allen anderen Meßstellen und Entnahmetiefen überschritten. Das BSB-Regime in allen Entnahmetiefen an R2, im Freiwasser an R3 und S1, im Hyporheal an R1 sowie in 30 cm Tiefe an R3 genügte nicht den Anforderungen der Fischgewässer-Richtlinie. Der Grenzwert für Gesamt-Phosphor wurde an S3 überschritten. In der Großen Söse war der Aluminium-Gehalt so hoch, daß anorganisches und organisches Aluminium unterschieden werden konnten. Besonders hohe Gehalte an toxischem anorganischen Aluminium wurden an Tagen mit Spitzen-Abflüssen und Versauerungsschüben gemessen. Erst die Ermittlung verschiedener chemischer Versauerungsparameter zeigte, daß auch die alkalischen Probestellen R2 und R3 mindestens versauerungsempfindlich waren. Die Messung bzw. Berechnung von chemischen Versauerungsparametern sollte deshalb zum Routineprogramm bei der Untersuchung von Gewässerversauerung gehören. Zu Beginn des Untersuchungsprogramms war angenommen worden, daß die mittleren und unteren Abschnitte der Alten Riefensbeek unversauert sind. Dieser Ansatz des Untersuchungsprogramms, einen unversauerten Referenzbach (Alte Riefensbeek) mit einem versauerten Bach (Große Söse) zu vergleichen, mußte nach der Berechnung von chemischen Versauerungsindikatoren sowie der Analyse der Abundanz- und Biomasse-Werte modifiziert werden. Es gab einen Versauerungsgradienten entlang der Probestellen: R1 (unversauert) R2 und R3 (versauerungsempfindlich bis episodisch leicht versauert) S2 und S3 (dauerhaft versauert) S1 (dauerhaft stark versauert). An S1 war das Hydrogencarbonat-Puffersystem vollständig, an S2 und S3 zeitweise ausgefallen. Die Versauerungslage an R2 und R3 war also schlechter als vorausgesehen. Unterschiede im Versauerungsgrad zwischen den Meßstellen waren nicht so sehr in unterschiedlichen Eintragsraten von versauernden Stoffen aus der Luft begründet, sondern in unterschiedlichen Grundgesteinen mit unterschiedlichem Puffervermögen. Der Anteil der verschiedenen sauren Anionen an der Versauerung wurde untersucht, die chemischen Versauerungsmechanismen wurden mit Hilfe von Ionenbilanzen und verschiedenen Versauerungsquotienten analysiert. Die beiden untersuchten Bäche waren von anthropogener Versauerung betroffen. Dabei spielte die Schwefel-Deposition (Sulfat) eine größere Rolle als die Stickstoff-Deposition (Nitrat). Die Probestelle S1 war immer schon in unbekanntem Maß natürlich sauer. Dieser natürlich saure Zustand wurde von der hinzugekommenen anthropogenen Versauerung bei weitem überragt. Die wenigen gewässerökologischen Daten, die im Wassereinzugsgebiet der Söse vor 1986 gewonnen wurden, deuten darauf hin, daß die Versauerung in den 70er und in der ersten Hälfte der 80er Jahre vom Boden und Gestein in die Bäche durchgeschlagen war. Dieser Versauerungsprozeß begann vermutlich vor 1973 in den Quellen auf dem Acker-Bruchberg und bewegte sich im Laufe der Jahre immer weiter talwärts in Richtung Trinkwasser-Talsperre. Der Mangel an (historischen) freilandökologischen Grundlagendaten war nicht nur im Untersuchungsgebiet, sondern ist allgemein in der Versauerungsforschung ein Problem. Wenn sich das Vorkommen von nah verwandten Arten (weitgehend) ausschließt, kann dies an der Versauerung liegen, z.B. war die Alte Riefensbeek ein Gammarus-Bach, die Große Söse ein Niphargus-Bach; dieses muß aber nicht an der Versauerung liegen, z.B. fehlte Habroleptoides confusa im Hyporheos an R3, Habrophlebia lauta hatte dagegen ihr Abundanz- und Biomasse-Maximum an R3. Zugleich lag das Maximum des prozentualen Anteils von Grobsand an R3, eine mögliche Ursache für diese interspezifische Konkurrenz. Die biologische Indikation von Gewässerversauerung mit Hilfe der Säurezustandsklassen funktionierte nicht in den beiden Harzbächen. Es wurde deshalb ein biologischer Versauerungsindex vorgeschlagen; dieser wurde nicht am pH-Wert kalibriert, sondern an der chemischen Versauerungslage, gekennzeichnet durch die Alkalinität und andere chemische Meßgrößen der Versauerung. Dafür wurden aufgrund der qualitativen und quantitativen Daten die häufigeren Taxa in die vier Klassen deutlich versauerungsempfindlich, mäßig versauerungsempfindlich, mäßig versauerungstolerant und deutlich versauerungstolerant eingeteilt. Es reicht nicht aus, die biologischen Folgen von Gewässerversauerung sowie Veränderungen in der Nährstoff-Verfügbarkeit und im sonstigen Wasserchemismus nur anhand der Artenzahl oder des Artenspektrums abzuschätzen. Vielmehr müssen quantitative Methoden wie die Ermittlung der Abundanzen angewandt werden, um anthropogene und natürliche Störungen des Ökosystems zu erfassen. Es wurde eine Strategie für die behördliche Gewässergüteüberwachung von Bachoberläufen vorgeschlagen, die flächendeckend die Versauerungsgefährdung erfassen kann. Die Auswirkungen der zeitlichen Dynamik des Versauerungschemismus wurden am Beispiel des versauerungsempfindlichen Taxons Baetis spp. (Eintagsfliegen) dargestellt. An S2 und S3 kam es zu starken Versauerungsschüben. Baetis konnte sich nicht ganzjährig halten, sondern nur in versauerungsarmen Phasen im Sommer und im Herbst; es gab einen Besiedlungskreislauf aus Ausrottungs- und Wiederbesiedlungsphasen. Die temporäre Population von Baetis an S2 und S3 bestand nur aus ersten Larvenstadien. Die Probestellen wurden auf horizontalen Gradienten der Umweltfaktoren angeordnet. Bei einigen Parametern gab es keinen Gradienten (z.B. Sauerstoff-Gehalt), bei anderen Parametern waren die Meßstellen auf sehr flachen Gradienten angeordnet (z.B. C:N-Quotient der Feinstkörner), bei den restlichen Meßgrößen waren die Gradienten sehr deutlich (z.B. Alkalinität). Bei den Längsgradienten von Abundanz und Biomasse waren alle Möglichkeiten vertreten: Zunahme (z.B. Leuctra pseudosignifera), Abnahme (z.B. Gammarus pulex), Maximum an der mittleren Probestelle (z.B. Leuctra pseudocingulata) und kein signifikanter Trend (z.B. Nemoura spp.). Abundanz und Biomasse zahlreicher taxonomischer Einheiten hatten ihr Maximum im Längslauf an den quellnächsten Probestellen R1 und S1, z.B. Protonemura spp. und Plectrocnemia spp. Die Lebensgemeinschaften an R1 und S1 waren allerdings völlig unterschiedlich zusammengesetzt. Die häufig vertretene Annahme, versauerte Gewässer seien biologisch tot, ist falsch. Unter Anwendung des 3. biozönotischen Grundprinzips wurde das Maximum von Abundanz und Biomasse in den quellnahen Abschnitten mit dem eustatistischen (stabilen) Regime von Wassertemperatur, Abfluß und Protonen-Gehalt, in der Alten Riefensbeek auch von Alkalinität und ALMER-Relation erklärt. Aufgrund der natürlichen und anthropogenen Störungen war im Längslauf der untersuchten Bäche keine natürliche biozönotische Gliederung des Artenbestands erkennbar. Die Korrelationsberechnungen zwischen den Umweltfaktoren und der Taxazahl ergaben, daß in erster Linie versauerungsrelevante Parameter -- Gehalte saurer Anionen, basischer Kationen und von Metallen, Alkalinität usw. -- die höchsten Korrelationskoeffizienten mit der Taxa-Zahl hatten; unter den natürlichen Meßgrößen zählten nur die Gehalte von DOC und TIC sowie der Anteil der Sande zu der Gruppe mit den höchsten Korrelationskoeffizienten. Die Korrelationsberechnungen zwischen den Umweltfaktoren und den Abundanzen ergab dagegen, daß die quantitative Zusammensetzung der Lebensgemeinschaft nicht nur durch die anthropogene Gewässerversauerung, sondern mindestens genauso durch einige natürliche Meßgrößen beeinflußt wurde. Es gab in den Harzbächen keinen ökologischen Superfaktor, der die quantitative Zusammensetzung der Lebensgemeinschaft überwiegend bestimmte. Auch die Meßgrößen der anthropogenen Gewässerversauerung waren nicht solch ein Superfaktor. Einen ähnlich hohen Einfluß auf die quantitative Zusammensetzung der Lebensgemeinschaft hatten die geologisch bestimmten Umweltfaktoren Leitfähigkeit und TIC-Gehalt, der von der Landnutzung bestimmte DOC-Gehalt sowie der Chlorid-Gehalt, der geologisch, möglicherweise aber auch durch den Eintrag von Straßensalz bestimmt wird. Die Mischung von anthropogenen und natürlichen Faktoren wurde in einem Modell der Wirkung von abiotischen Faktoren auf Bryorheos und Hyporheos dargestellt. Als Beispiel für die zeitliche Nutzung ökologischer Nischen wurde die Verteilung der Larven und Adulten der Dryopidae (Hakenkäfer) im Hyporheos und Bryorheos untersucht. Die Larven wurden vorzugsweise im Hyporheon, die Adulten im Bryorheon angetroffen. Die untersuchten Taxa wurden in die Varianten bryorheobiont, bryorheophil, bryorheotolerant, bryorheoxen und bryorheophob bzw. hyporheobiont, hyporheophil, hyporheotolerant, hyporheoxen und hyporheophob eingeteilt, um ihre räumliche Nutzung ökologischer Nischen zu beschreiben. Die gängige Lehrmeinung, daß das Hyporheon die Kinderstube benthaler Makroinvertebraten ist, konnte für zahlreiche Taxa bestätigt werden (z.B. Habrophlebia lauta). Für die bryorheophilen Taxa (z.B. Gammarus pulex und Baetis spp.) trifft diese Lehrmeinung in den beiden Harzbächen nicht zu. Vielmehr übernimmt das Bryorheon die Funktion einer Kinderstube. Die Larven von Plectrocnemia conspersa / geniculata sowie von Baetis spp. und Amphinemura spp. / Protonemura spp. neben Gammarus pulex zeigten eine Habitatbindung, die erstgenannte Gattung an das Hyporheal, die letztgenannten 3 Taxa an untergetauchte Moospolster (Bryorheal). Die Idee von der Funktion des Hyporheals als Kinderstube der Larven und Jungtiere, als Schutzraum gegen die Verdriftung durch Strömung und vor Fraßdruck durch Räuber sowie als Ort hohen Nahrungsangebots mußte für die letztgenannten 3 Taxa abgelehnt werden. Für sie übernahm das Bryorheal diese Aufgaben. Zwar waren die beiden Bäche oligotroph und die Nahrungsqualität der Feinstkörner im Hyporheal war niedrig. Die Abundanz- und Biomasse-Werte im Bryorheos und Hyporheos gehörten aber zu den weltweit höchsten. Es wurde das Paradoxon diskutiert, daß im Hyporheon der beiden Bäche Diatomeen-Rasen gefunden wurden, obwohl das Hyporheon lichtlos sein soll. Das Hyporheon wurde als ein Ökoton zwischen Benthon / Rheon und Stygon angesehen. Es wurden vier Haupttypen des Hyporheons beschrieben. Wegen des sehr unterschiedlichen Charakters des Hyporheons in verschiedenen Fließgewässern gibt es keinen einheitlichen Satz von abiotischen und biotischen Faktoren, mit denen das Hyporheon vom Benthon und Stygon abgegrenzt werden kann. In den beiden Harzbächen ähnelte das Hyporheon mehr dem Benthon als dem Stygon. Es konnte nicht anhand der chemischen Meßgrößen vom Benthon abgegrenzt werden, sondern anhand der physikalischen Meßgrößen Trübung und der Anteile von Feinsand und Schluffe/Tone sowie anhand der biologischen Parameter Summen-Abundanz und Summen-Biomasse. Aus der Typologie des Hyporheons folgt, daß ein bestimmtes Hyporheon nicht alle in der Literatur beschriebenen Funktionen innerhalb der Fließgewässer-Aue übernehmen kann. Es wurde ein Schema entwickelt, mit dem sich die optimale Liste der Parameter für die Untersuchung eines bestimmten Hyporheons auswählen läßt. Der Tendenz in der Fließgewässer-Ökologie, immer neue Konzepte zu entwickeln, die allgemeingültig sein sollen, wurde das Konzept vom individuellen Charakter von Fließgewässer-Ökosystemen entgegengestellt.

Generic Finite Element Model for Mechanically Consistent Scaling of Composite Beam-to-column Joint with Welded Connection

To study the behaviour of beam-to-column composite connection more sophisticated finite element models is required, since component model has some severe limitations. In this research a generic finite element model for composite beam-to-column joint with welded connections is developed using current state of the art local modelling. Applying mechanically consistent scaling method, it can provide the constitutive relationship for a plane rectangular macro element with beam-type boundaries. Then, this defined macro element, which preserves local behaviour and allows for the transfer of five independent states between local and global models, can be implemented in high-accuracy frame analysis with the possibility of limit state checks. In order that macro element for scaling method can be used in practical manner, a generic geometry program as a new idea proposed in this study is also developed for this finite element model. With generic programming a set of global geometric variables can be input to generate a specific instance of the connection without much effort. The proposed finite element model generated by this generic programming is validated against testing results from University of Kaiserslautern. Finally, two illustrative examples for applying this macro element approach are presented. In the first example how to obtain the constitutive relationships of macro element is demonstrated. With certain assumptions for typical composite frame the constitutive relationships can be represented by bilinear laws for the macro bending and shear states that are then coupled by a two-dimensional surface law with yield and failure surfaces. In second example a scaling concept that combines sophisticated local models with a frame analysis using a macro element approach is presented as a practical application of this numerical model.