Evaluation of the impact of forest reserves on harvesting costs and provincial revenues in ontario

The establishment of forest reserves for the benefit of other resources and other land uses in areas where timber harvesting is taking place constitutes a significant withdrawal of wood fiber annually in Ontario.This article reports on a case study carried out on a representative forest area in northern Ontario where the primary land use is timber extraction. The results projected to the whole province show that the direct cost to the provincial economy of removing these forest lands from timber production is of the order of $2.5 million annually.     

Impact of Harvest Intensity on Long-Term Base Cation Budgets in Swedish Forest Soils

The effects of harvesting on the long-term mass balances of calcium (Ca), magnesium (Mg) and potassium (K) were evaluated on a regional level in Sweden. A new high-resolution weathering database was used together with estimates of total deposition, losses through harvest and leaching. Estimates were made for pine and spruce separately and for two harvesting intensity scenarios: stem harvesting and whole-tree harvesting. The mass balance calculations showed net losses of Ca and Mg in almost the whole country for both scenarios. The losses were smaller for pine than for spruce. The K balances were mainly positive for pine but negative for spruce. Leaching was a main factor in the mass balances, especially for Ca and Mg. Whole-tree harvesting in spruce forests led to substantially higher net losses of K and Ca than stem harvesting, according to the calculations. In the whole-tree harvesting scenario in spruce forests the estimated yearly net losses of Ca, Mg and K corresponded to at least 5%, 8% and 3% of the pools of exchangeable base cations, respectively, at 25% of the analysed sites. If losses of this magnitude continue the depletion of the pools of Ca, Mg and K may lead to very low base saturation of the soils, possibly accompanied by negative effects on soil fertility, runoff water quality, tree vitality and tree growth within a forest rotation in parts of Sweden. Avoiding whole-tree harvesting can improve the situation substantially for K, but the losses of Ca and Mg will still be significant.     

Assessment of risk to aquatic biota from elevated salinity—A case study from the Hunter River,Australia

An ecological risk assessment was performed on salinity levels of the Hunter River and its tributaries to respond to concerns that high salinity may be damaging aquatic ecosystems. Probabilistic techniques were used to assess likelihood and consequence, and hence the risk to aquatic biota from salinity. Continuous electrical conductivity distributions were used to describe the likelihood that high salinity would occur (exposure dataset) and toxicity values were compiled from the limited literature sources available to describe the consequence of high salinity (effects dataset). The assessment was preliminary in the sense that it modelled risk on the basis of existing data and did not undertake site-specific toxicity testing.     

天津城区雨水利用的前景分析

水资源紧缺已成为全球性问题。城市雨水作为一种宝贵的资源,已经成为一些国家和地区的重要水源。通过对天津市降水特征的监测分析,得出天津市降雨量较为充足且集中在6、7、8三个月份,初期径流雨水污染较为严重(路面SS和COD浓度分别为235 mg/L和131 mg/L,屋面SS和COD浓度分别为72 mg/L和53 mg/L),但经弃流初期雨水后的雨水水质较好(路面SS和COD浓度分别为93 mg/L和57 mg/L,屋面SS和COD浓度分别为30 mg/L和21 mg/L),适合作为回用水水源。讨论了在天津市中心城区内具有代表性区域的雨水利用方案,老城区内宜采用小规模雨水利用装置;新建小区宜将雨水集蓄利用、渗透与园艺水景观等相结合;文化保护区内宜将雨水有组织的快速排除,在该区域外实施雨水利用工程;公园、广场可作为大型雨水储蓄池,在少雨季节时,作为回用水水源。     

复合人工湿地中反硝化除磷作用的发生及其稳定性

将2套潮汐流人工湿地(T-A和T-B)构建为复合人工湿地(HCW),研究了HCW中反硝化除磷作用的发生及其稳定性.结果表明,当HCW按照两段进水潮汐流方式连续运行时,T-A的反硝化除磷性能和T-B的硝化性能均可得以强化,HCW随之具有理想的同步脱氮除磷效果;周期性补充碳源的磷移除操作可缓解T-A中磷素的过量积累,同时可提高反硝化聚磷菌(DPAOs)胞内聚β-羟基丁酸(PHB)的合成量,有助于HCW反硝化除磷效果的高效与稳定;当磷移除周期为30 d时,T-A在反硝化除磷过程中对TP与NOx--N的去除率分别为(97. 86±0. 70)%和(98. 29±2. 62)%,在磷移除过程中的磷素释放量、PHB合成量(以C/填料计)及补充碳源利用率分别为(1 486. 29±123. 25) mg、(4. 43±0. 57) mmol·g~(-1)和(94. 65±2. 66)%,HCW的磷素回收效率则为63. 97%.本研究为人工湿地同步脱氮除磷提供了新的思路,又进一步拓展了磷回收技术的研发和应用范围.     

Rain Water Harvesting in Bermuda1

Rowe, Mark P., 2011. Rain Water Harvesting in Bermuda. Journal of the American Water Resources Association (JAWRA) 47(6):1219–1227. DOI: 10.1111/j.1752‐1688.2011.00563.x Abstract: Roof‐top rain water harvesting is mandated by law for all buildings in Bermuda and is the primary source of water for domestic supply. The average rate at which rain water is harvested at the typical house with four occupants is, however, insufficient to meet average demand. While just over one‐third of households have access to supplementary water either from mains pipelines or private wells, the majority rely on deliveries from water “truckers” (tankers) to augment their rain water supply. Assuming a reasonably constant daily demand, there is a linear relationship between the “maximum optimum capacity” of a water storage tank and the size of the rain water catchment area, which depends on the characteristics of the rainfall at a given geographic location. A simple spreadsheet model was developed to simulate tank storage levels for various combinations of catchment area, tank capacity, and demand, with an input of actual daily rainfall data for a study period of nearly three years. It was found that for typical cycles of rainfall surpluses and deficits in Bermuda, the tank capacity which there is no benefit in exceeding — the “optimum maximum capacity”— is 0.37 m³ of storage capacity per 1 m² of catchment area. Furthermore, it was concluded that many domestic water storage tanks in Bermuda are larger than necessary, especially so where there is a significant imbalance between rain water supply and demand.     

Economic and environmental analysis of standard, high efficiency, rainwater flushed, and composting toilets

The current sanitation technology in developed countries is based on diluting human excreta with large volumes of centrally provided potable water. This approach is a poor use of water resources and is also inefficient, expensive, and energy intensive. The goal of this study was to compare the standard sanitation technology (Scenario 1) with alternative technologies that require less or no potable water use in toilets. The alternative technologies considered were high efficiency toilets flushed with potable water (Scenario 2), standard toilets flushed with rainwater (Scenario 3), high efficiency toilets flushed with rainwater (Scenario 4), and composting toilets (Scenario 5). Cost, energy, and carbon implications of these five design scenarios were studied using two existing University of Toledo buildings. The results showed that alternative systems modeled in Scenarios 2, 4, and 5 were viable options both from an investment and an environmental performance perspective. High efficiency fixtures that use potable water (Scenario 2) is often the most preferred method in high efficiency buildings due to reduced water use and associated reductions in annual water and wastewater costs. However, the cost, energy, and CO(2)EE analyses all showed that Scenarios 4 and 5 were preferable over Scenario 2. Cost payback periods of scenarios 2, 4 and 5 were less than 10 years; in the future, increase in water and wastewater services would further decrease the payback periods. The centralized water and wastewater services have high carbon footprints; therefore if carbon footprint reduction is a primary goal of a building complex, alternative technologies that require less potable water and generate less wastewater can largely reduce the carbon footprint. High efficiency fixtures flushed with rainwater (Scenario 4) and composting toilets (Scenario 5) required considerably less energy than direct energy demands of buildings. However, the annual carbon footprint of these technologies was comparable to the annual carbon footprint from space heating. Similarly, the carbon savings that could be achieved from Scenario 4 or 5 were comparable to a recycling program that can be implemented in buildings.     

Economic and financial analysis on rainwater harvesting for agricultural irrigation in the rural areas of Beijing

Since 2006, around 600 rainwater harvesting systems have been constructed for agricultural irrigation in Beijing. The financial and economic implications of using these systems are discussed less. It is important to understand the effectiveness of the investments spent on the rainwater harvesting systems. The paper aims to analyze economic and financial performance of the constructed rainwater harvesting systems in rural areas of Beijing through the method of cost benefit analysis. The economic analysis focuses on determining the contribution of rainwater harvesting systems to the development of society, carried out from the point of view of government. The financial analysis allows comparison of the financial implications of using groundwater with using rainwater for agricultural irrigation from the point of view of individual participant, namely the local farmers. The results show that the rainwater harvesting systems are economically feasible. This means rainwater harvesting have positive effects for society. However, the financial feasibility of rainwater harvesting systems depends on the charge for groundwater and on the size of the rainwater harvesting systems. If groundwater is not charged, the rainwater harvesting systems are not financially feasible. If groundwater is charged at 2 Yuan/m³, only large size systems are financially feasible while small and middle sizes systems are not financially feasible. Under these circumstances, only large systems can run smoothly, while farmers may not use the small and medium-size systems.     

Experts' perspective on the performance of Chinese technical guidelines for Plan Environmental Impact Assessment

This research was to evaluate the Technical Guideline (HJ/T130-2003) effectiveness based on data resource from a questionnaire survey and interviews on EIA experts. The result demonstrated that the guideline served mainly as a quality control measure for PEIA products, and only a small proportion of experts considered it effective due to its inconsistency with the newly released Chinese PEIA Regulation (2009) and poor practicability. Current status of SEA implementation in China was also studied in terms of application fields, effectiveness evaluation, and major issues to affect SEA, to conclude that SEA implementation in China is premature, and with limited effectiveness. The major problem was the lack of effective methodologies and technical tools. Recommendations for revising the PEIA Guideline and advices to improving SEA implementation in China were accordingly proposed.     

Revisiting Sphere: new standards of service delivery for new trends in protracted displacement

The proportion of people living in protracted displacement, as well as the duration of this displacement, is increasing. International humanitarian standards for services provided in protracted displacement are based on the Sphere Standards, which were formulated using evidence and experience from acute phase emergencies. However, the majority of protracted emergencies are in the post‐emergency phase. This paper discusses trends in displacement, outlines reasons why using the Sphere Standards as minimum standards of service provision in protracted displacement does not adequately meet the needs of these populations, and analyses areas where greater standards of service provision are necessary. An expansion of the evidence base regarding determinants of morbidity and mortality in protracted emergencies is needed. This, followed by a joint approach to designing new, effective standards focused on proactive policies, will allow the humanitarian community more appropriately to serve and enable the millions of people currently living in protracted displacement.