scholarly journals Environmental Fate and Effects of Road Run-Off

2022 ◽  
Author(s):  
Patricia L. Gillis ◽  
Joanne L. Parrott ◽  
Paul Helm
Keyword(s):  
Environmental Fate ◽  
Run Off

The Environmental Fate and Ecotoxicity of Glyphosate

2018 ◽  
Vol 29 (6) ◽  
pp. 266-269 ◽  
Author(s):  
Robin Blake ◽  
Ken Pallett
Keyword(s):  
Environmental Fate

STRUKTUR BASIS DATA SISTEM INFORMASI MANAJEMEN ALOKASI LAHAN DALAM PENATAAN RUANG

2019 ◽  
Vol 3 ◽  
pp. 385
Author(s):  
Dinar Dwi Anugerah Putranto ◽  
Agus Lestari Yuono ◽  
Sarino Sarino ◽  
IC Juliana
Keyword(s):  
Run Off

Perubahan Pemanfaatan lahan yang begitu cepat, telah merubah pola-pola pengaliran permukaan (run-off) pada wilayah sub sistem sungai yang ada di daerah perkotaan. Permasalahan limpasan air permukaan dan genangan (storm watter), dipengaruhi oleh beberapa faktor, seperti masalah okupasi bantaran sungai, penimbunan rawa yang tidak sesuai, pengaruh pasang-surut sungai, yang mempengaruhi kapasitas sub sistem sungai pada wilayah bersangkutan (Putranto, 2016). Penelitian ini akan membahas isu spasial pada sistem aliran air permukaan dalam perencanaan tata ruang wilayah kota dengan menekankan integrasi aliran air permukaan (run-off) dan manajemen alokasi lahan. Metode yang digunakan dalam penelitian ini adalah melakukan analisis secara spasial menggunakan semua parameter Run-off dalam struktur database dengan memanfaatkan interface Sistem Informasi Manajemen Alokasi Lahan (SIMAL) yang dibangun untuk menguji besarnya puncak banjir menggunakan metode HSS Nakayatsu, dengan studi kasus sub sistem sungai Jakabaring, di Kota Palembang. Hasil yang diperoleh mampu melihat alih fungsi lahan rawa, yang dimanfaatkan untuk Kawasan Palembang Sport City dalam menghadapi Asian Games 2018 di Kota Palembang, telah menyebabkan genangan banjir pada wilayah sungai Kedukan, bagian dari Sub DAS Jakabaring, Kawasan Seberang Ulu, Kota Palembang, Indonesia. Berdasarkan Analisis menggunakan model hydrograft satuan Nakayatsu, terjadinya puncak banjir akan terjadi saat curah hujan mencapai lebih dari 120 mm/jam yang menyebabkan debit sungai kedukan mencapai hingga 400m3/det. Pembuatan danau buatan sebagai kolam retensi dan sekaligus sebagai venue olah raga, belum mampu mengurangi tinggi genangan yang terjadi sekitar 0,6 – 1,2 m dpl.

SELF-PURIFICATION OF SEA COASTAL WATER AREAS UNDER CLIMATIC AND ANTHROPOGENIC CHANGE

2017 ◽  
Author(s):  
Irina Mesenzeva ◽  
Irina Mesenzeva ◽  
Elena Sovga ◽  
Elena Sovga ◽  
Tatyana Khmara ◽  
...  
Keyword(s):  
Anthropogenic Impact ◽  
Water Exchange ◽  
Water Area ◽  
Clean Water ◽  
Ecological State ◽  
Anthropogenic Change ◽  
Run Off ◽  
Open Sea ◽  
Sevastopol Bay ◽  
Assimilation Capacity

The ability of a bay and gulf ecosystems to self-purification was estimated and the current ecological state of the Sevastopol Bay in whole and the separated parts of the bay was given as an example. A zoning by type of anthropogenic impact subject to the water exchange with the open sea and an influence of the Chernaya River run-off were taken into account. A comparative analysis of assimilation capacity of the most environmentally disadvantaged part of the Sevastopol Bay (the Southern Bay) and the clean water area, bordering on the open sea, was carried out. The hydrodynamic regime of the Sevastopol Bay was described using numerical modelling. The prospect, opportunity and examples of the methodology for assessing the assimilation capacity of marine ecosystems are demonstrated.

A single-product crystallization scheme

2011 ◽  
pp. 25-29
Author(s):  
Mike Inkson ◽  
Philip Antier ◽  
Malcolm Topfer
Keyword(s):  
Activated Carbon ◽  
Food Quality ◽  
High Purity ◽  
Double Effect ◽  
Target Color ◽  
Medium Size ◽  
Single Product ◽  
Run Off ◽  
Raw Sugar ◽  
Stage Crystallization

During the SIT conference in Dubai 2005 a single strike crystallization scheme model based on the way that Russian beet factory operated when refining raw sugar was proposed and suggested that it would be particularly suitable for medium size refineries up to about 2000 t/d RSO (refined sugar output). Now there is operational a 1700 t/d RSO stand-alone refinery that uses the scheme. It melts up to VHP raw sugar with 1200 IU (ICUMSA units) and runs carbonatation followed by a light dosing of PAC (powdered activated carbon) as necessary then double effect evaporation to produce fine liquor. Target color for the fine liquor is 340 IU. The centrifugal run-off needs to be segregated into the higher purity, lower color (so-called white) and lower purity, higher color (so called ‘green’) run-off. The white run-off (about 75%) is sent to white crystallization. The remaining 25% (green run-off) is sent to a three-stage crystallization recovery but, given the high purity regime without affination, the ‘A’ sugar is melted back to fine liquor having been crystallized and purged as if food quality. The results presented in the paper show that the refinery is operating broadly as predicted, producing a refined sugar to EEC 2 standard.

Spray Volume, Canopy Density, and Other Factors Involved in Thinner Efficacy

HortScience ◽  
1998 ◽  
Vol 33 (3) ◽  
pp. 553d-553
Author(s):  
C.R. Unrath
Keyword(s):  
Tree Height ◽  
Tree Canopy ◽  
Tree Size ◽  
Water Volume ◽  
Canopy Density ◽  
The North ◽  
Run Off ◽  
Tree Canopies ◽  
Average Water ◽  
Water Volumes

Historically, most airblast chemical applications to apple orchards used a single “average” water volume, resulting in variability of coverage with tree size and also the greatest variable in chemical thinning. This coverage variability can be eliminated by properly quantifying the tree canopy, as tree row volume (TRV), and relating that volume to airblast water rate for adequate coverge. Maximum typical tree height, cross-row limb spread, and between-row spacing are used to quantify the TRV. Further refinement is achieved by adjusting the water volume for tree canopy density. The North Carolina TRV model allows a density adjustment from 0.7 gal/1000 ft3 of TRV for young, very open tree canopies to 1.0 gal/1000 ft3 of TRV for large, thick tree canopies to deliver a full dilute application for maximum water application (to the point of run-off). Most dilute pesticide applications use 70% of full dilute to approach the point of drip (pesticide dilute) to not waste chemicals and reduce non-target environmental exposure. From the “chemical load” (i.e., lb/acre) calculated for the pesticide dilute application, the proper chemical load for lower (concentrate) water volumes can be accurately determined. Another significant source of variability is thinner application response is spray distribution to various areas of the tree. This variability is related to tree configuration, light, levels, fruit set, and natural thinning vs. the need for chemical thinning. Required water delivery patterns are a function of tree size, form, spacing, and density, as well as sprayer design (no. of nozzles and fan size). The TRV model, density adjustments, and nozzle patterns to effectively hit the target for uniform crop load will be addressed.

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