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Extracts of Cement Composites Based on Recycled Glass 基于再生玻璃的水泥复合材料提取物
Pub Date : 2022-06-01 DOI: 10.35180/gse-2022-0065
K. Máčalová, J. Charvát, V. Václavík, T. Dvorský
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引用次数: 0
Utilization of Augmented and Virtual Reality in Geoscience 增强现实和虚拟现实在地球科学中的应用
Pub Date : 2022-06-01 DOI: 10.35180/gse-2022-0066
Věroslav Holuša, F. Beneš, M. Vaněk
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引用次数: 1
Biomonitoring of Post-Mine Environment Using Ruderal Plants 利用野生植物对矿后环境进行生物监测
Pub Date : 2022-06-01 DOI: 10.35180/gse-2022-0073
K. Kučová
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引用次数: 0
Integrated Resistivity, Index, and Strength Characteristics of Subgrade Soils: Implication for Highway Pavement Failure Studies in North-Central Nigeria 综合电阻率,指数和强度特征的路基土壤:在尼日利亚中北部公路路面破坏研究的意义
Pub Date : 2022-06-01 DOI: 10.35180/gse-2022-0068
D. O. Obasaju, M. Oloruntola, S. Oladele
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引用次数: 1
Irrigation Water Impact on Soil Properties in Arid Oued-Souf Region, Southeast Algeria 灌溉水对阿尔及利亚东南部干旱Oued-Souf地区土壤性质的影响
Pub Date : 2022-06-01 DOI: 10.35180/gse-2022-0070
I. Zaiz, D. Boutoutaou
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引用次数: 0
Assessment of Soil Collapse and Subsurface Features Using Integrated Geophysical Methods in Bismayah Pumping Station, Southeast Baghdad, Iraq 综合地球物理方法评价伊拉克巴格达东南部Bismayah泵站土壤塌陷及地下特征
Pub Date : 2022-06-01 DOI: 10.35180/gse-2022-0071
H. A. Al-Saady, H. Karim, Firas H. Al-Menshed
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引用次数: 0
Assessment of Heavy Metal Pollution in the Surface Water of the Doi Canal, the Cho Dem and Ben Luc Rivers, Vietnam Doi运河、Cho Dem河和Ben Luc河地表水重金属污染评价
Pub Date : 2022-06-01 DOI: 10.35180/gse-2022-0072
A. Pham, Van Vu Duc Thieu, Binh An Nguyen, T. Dinh, Thi Thao Nguyen, Thuy Lan Chi Nguyen
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引用次数: 0
Chemostratigraphic Architecture of Sandstone Facies Exposed along Auchi-Ighara Road, Mid-Western Nigeria 尼日利亚中西部Auchi-Ighara路砂岩相化学地层构型
Pub Date : 2022-06-01 DOI: 10.35180/gse-2022-0067
P. R. Ikhane, O. ATEWOLARA-ODULE, O. O. Oyebolu, Omotoso Richard Fakolade
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引用次数: 0
Investigation of Forced-Air Duct Leakage Phenomenon Using CFD Methods for Underground Tunnel Construction 利用CFD方法研究地下隧道施工中强制风管泄漏现象
Pub Date : 2022-06-01 DOI: 10.35180/gse-2022-0069
M. Kosowski, P. Zapletal, G. Pach
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引用次数: 2
Clean Water Supply in Tasikmalaya Municipality, Opportunities and Challenges Tasikmalaya市的清洁供水,机遇与挑战
Pub Date : 2022-03-30 DOI: 10.25299/jgeet.2022.7.1.7293
S. Permana, A. Susetyaningsih, Dicky Muhamad Fadli
Currently, there are three sub-districts in Tasikmalaya City that are still vulnerable to clean water, namely Kawalu, Tamansari, and Cibeureum sub-districts. PDAM Tirta Sukapura, owned by the Tasikmalaya Regency Government, has not been able to meet clean water needs, so the Tasikmalaya Municipality Government plans to build a new PDAM as an alternative. The Ciwulan river in Cibeuti Village is a source of water that will be used as a collection point. Rain data was taken from 2 stations, namely Gunung Satria and Cikunten II stations, for ten years. The evapotranspiration value was calculated using the Penman-Monteith method. The calculation of the discharge in the intake area, namely Ciwulan-Cibeuti with a watershed area of ​​405 km2, used the NRECA method using parameters taken from the calibrated Ciwulan-Sukaraja station. The calibration parameters are PSUB = 0.86; GWF = 0.22, reduction coefficient = 0.80; and NSE = 0.764. The determination of the dependable flow is calculated using the Weibull method. The magnitude of the Q90's dependable flow is 4.3 m3/s. The projected population for the next 15 years is estimated at 307,857 people, so the amount of water needed is around 0.535 m3/s. Opportunities for business entities to participate in building PDAM are wide open, with the certainty of return plus profits or independent management by business entities within a certain period of time. The challenge for the government and business entities is to provide reasonable prices to customers and new networks.
目前,Tasikmalaya市有三个街道仍然缺乏清洁水,即Kawalu、Tamansari和Cibeureum街道。由Tasikmalaya县政府拥有的PDAM Tirta Sukapura无法满足清洁水的需求,因此Tasikmalaya市政府计划建造一个新的PDAM作为替代方案。池别堤村的池乌兰河是一个水源,将被用作一个收集点。降雨资料采自古农二站和慈昆腾二站,历时十年。蒸散发值采用Penman-Monteith法计算。采用NRECA方法,利用校正后的慈乌兰-苏卡拉加站的参数,计算了流域面积为405 km2的慈乌兰-慈伯提取水区的流量。标定参数为PSUB = 0.86;GWF = 0.22,折减系数= 0.80;和NSE = 0.764。采用威布尔法计算了可靠流量的确定。Q90的可靠流量为4.3 m3/s。预计未来15年的人口为307,857人,因此所需水量约为0.535 m3/s。企业主体参与PDAM建设的机会是开放的,具有一定的收益加利润或在一定时期内由企业主体独立经营的确定性。政府和商业实体面临的挑战是为客户和新网络提供合理的价格。
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引用次数: 1
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JGEET Journal of Geoscience Engineering Environment and Technology
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