IMPROVING THE PUMPING OF VISCOUS OIL BY THE USE OF DEMULSIFIERS OR BY AN ANNULAR WATER INJECTION

1989 ◽  
Vol 1989 (1) ◽  
pp. 175-180
Author(s):  
Georges Peigne ◽  
Maurice Cessou
Keyword(s):  
Oil Spills ◽  
Water Injection ◽  
Free Water ◽  
Full Scale ◽  
Oil Emulsion ◽  
Viscous Oil ◽  
Heavy Fuels ◽  
Full Scale Tests ◽  
Water In Oil Emulsion ◽  
The Impact

ABSTRACT Pumping viscous oil, whether when lightening a disabled vessel or recovering spilled oil, has always been an obstacle to efficient operations aiming to avoid or limit the impact of an oil spill. French authorities have had to deal with this during many oil spills: for example, the Amoco Cadiz, Tanio, or, more recently, the Amazzone incident. For many years, CEDRE and Institut Français du Pétrole (IFP) have been developing and testing various methods of improving the handling of naturally viscous products like heavy fuels or products that have become viscous by the formation of a water-in-oil emulsion. The technique of injecting a ring of water at the periphery of the hoses was studied. After some preliminary tests done by IFP on a laboratory scale, full-scale experiments were conducted by CEDRE using a specially designed injector. This device enabled a large reduction of the pressure drop in the back flow of a volumetric pump moving heavy fuels. The influence of different parameters also was evaluated. Concerning a break-up of “chocolate mousse” emulsions, it was necessary to verify the effectiveness of demulsifiers when applying them in the presence of free water, such as found when actually recovering oil spilled at sea. The influence of different parameters was first studied with a laboratory physical model and then confirmed during full-scale tests.

TurkStream Collapse Test Program

2018 ◽  
Author(s):  
Chris Timms ◽  
Doug Swanek ◽  
Duane DeGeer ◽  
Arjen Meijer ◽  
Ping Liu ◽  
...  
Keyword(s):  
Thermal Ageing ◽  
Full Scale ◽  
The Black Sea ◽  
Small Scale ◽  
Test Program ◽  
Line Pipe ◽  
Medium Scale ◽  
Collapse Resistance ◽  
Full Scale Tests ◽  
The Impact

The TurkStream pipeline project is designed to transport approximately 32 billion cubic meters of natural gas annually from Russia to Turkey under the Black Sea, with more than 85% of the deep-water route being deeper than 2000 m. The offshore section is intended to consist of two parallel lines, each approximately 900 km long. The preliminary stages of the front end engineering design (pre-FEED) phase was managed by INTECSEA. To support the analyses and design of the deepest portions, a full scale collapse test program was performed by C-FER Technologies (C-FER). This collapse test program, which included 62 full-scale collapse and pressure+bend tests, 54 medium-scale ring collapse tests, and hundreds of small-scale tests, was primarily aimed at measuring, quantifying and documenting the increase in pipe strength and collapse resistance resulting from the thermal induction heat treatment effect (thermal ageing) that arises during the pipe coating process. Two grades of 32-inch (813 mm) outside diameter (OD) line-pipe, SAWL450 and SAWL485 with wall thicknesses of 39.0 mm or 37.4 mm, respectively, were supplied from various mills for testing. The collapse test program objectives were as follows: • Determine the collapse resistance of line pipes originating from various pipe mills; • Determine the pressure+bend performance of line pipes originating from various pipe mills; • Measure the effect of thermal ageing on material and collapse testing results, including the impact of multiple thermal cycles; and • Evaluate the results of medium-scale ring collapse tests as compared to full-scale tests. This paper presents selected results of this work, along with some comparisons to predictive equations.

scholarly journals LABORATORY OBSERVATIONS OF IMPACTS ON COARSE SEDIMENT BEACHES

2011 ◽  
Vol 1 (32) ◽  
pp. 53
Author(s):  
Ian Ball ◽  
Edgar Mendoza-Baldwin ◽  
David Simmonds ◽  
Adrián Pedrozo-Acuña ◽  
Dominic E Reeve
Keyword(s):  
Full Scale ◽  
Impact Pressure ◽  
Coarse Grained ◽  
Laboratory Measurements ◽  
Coarse Sediment ◽  
Full Scale Tests ◽  
The Impact ◽  
Impact Events ◽  
Plunging Breaker

In this paper we present laboratory observations of plunging wave breaker impact pressure responses on a steep coarse-grained beach, extending previous work conducted by Pedrozo-Acuña et al. (2008). Scale laboratory measurements of plunging breaker impact events are reported and compared with the previous full-scale tests. These tests extend the previous relationships to a wider range of surf-similarity parameters and indicate a continued reduction in impact pressure as the transition from plunging impacts to surging impacts is approached. Additional results from scale tests conducted on a smooth impermeable slope also indicate the presence of a maximum impact pressure within the plunging breaker region; however also suggest it may be necessary to include roughness and permeability in the parameterization of the impact pressure.

scholarly journals Effect of Maneuvering on Ice-Induced Loading on Ship Hull: Dedicated Full-Scale Tests in the Baltic Sea

2020 ◽  
Vol 8 (10) ◽  
pp. 759
Author(s):  
Mikko Suominen ◽  
Fang Li ◽  
Liangliang Lu ◽  
Pentti Kujala ◽  
Anriëtte Bekker ◽  
...  
Keyword(s):  
Baltic Sea ◽  
Measurement Data ◽  
Full Scale ◽  
The Baltic Sea ◽  
Load Duration ◽  
Ship Control ◽  
Level Ice ◽  
The Baltic ◽  
Full Scale Tests ◽  
The Impact

Maneuvers in level ice are common operations for icebreakers and polar supply vessels. Maneuvering exposes the midship and stern area to ice interaction, influencing the magnitude and frequency of ice-induced loading in these areas. However, full-scale measurements do not typically cover the midship and stern areas, as measurements have commonly focused on the bow area. Controlled maneuvering tests were conducted during the ice trials of S.A. Agulhas II in the Baltic Sea. During these tests, ice-induced loading at different hull areas was measured simultaneously with ship control, navigation, and ice condition data. This work studied the effect of maneuvers on the characteristics and statistics of ice-induced loading at different hull areas and compared the impact to ahead operations. The study showed that the maneuvers had minor impact to the magnitude, frequency, and duration of loading at the bow and bow shoulder. On the other hand, maneuvers had a clear effect on the load magnitude and frequency at the stern shoulder. Additionally, a statistical analysis showed that the load magnitude increased as a function of load duration in all hull areas. Furthermore, the analyzed measurement data are presented and made available with the paper.

The Influence of the UOE-SAWL Forming Process on the Collapse Resistance of Deepwater Linepipe

2011 ◽  
Author(s):  
Luciano O. Mantovano ◽  
Mohamed R. Chebaro ◽  
Hugo A. Ernst ◽  
Marcos de Souza ◽  
Chris M. Timms ◽  
...  
Keyword(s):  
Thermal Ageing ◽  
Full Scale ◽  
Sensitivity Analyses ◽  
Experimental Chamber ◽  
Forming Process ◽  
Cold Forming ◽  
Collapse Resistance ◽  
Expansion Stage ◽  
Full Scale Tests ◽  
The Impact

The UOE-SAWL pipe manufacturing process introduces considerable plastic deformations and residual stresses to feedstock plate material. Previous experimental and analytical studies have demonstrated that the effects of this process, predominantly in its final expansion stage, significantly reduce the collapse resistance of deepwater linepipe. Finite element analyses, sensitivity analyses and full-scale tests were conducted by Tenaris and C-FER Technologies (C-FER) over the last several years to better comprehend the impact of cold forming on collapse resistance. This paper presents the findings of the latest segment of this ongoing study, the objective of which was to optimize the collapse resistance of UOE-SAWL linepipe by varying three key thermal ageing parameters: time, temperature and number of thermal cycles. Six X70M and four X80M UOE pipe samples were manufactured and thermally treated with varied parameters. Full-scale collapse and buckle propagation tests were then carried out in an experimental chamber that simulates deepwater conditions. These experimental results were evaluated with respect to collapse predictions from API RP 1111 and DNV OS-F101. Material and ring splitting tests were also performed on samples obtained from these pipes to better assess the extent of the UOE pipe collapse resistance recovery. The outcomes of this study will be employed to further optimize the collapse resistance of subsea linepipe in order to reduce material and offshore installation costs.

Effect of Light Poles on Vehicle Impacts with Roadside Barriers

1997 ◽  
Vol 1599 (1) ◽  
pp. 32-39 ◽  
Author(s):  
James C. Kennedy
Keyword(s):  
Full Scale ◽  
Lack Of Information ◽  
Large Numbers ◽  
Highway Network ◽  
Accident Data ◽  
Full Scale Tests ◽  
Light Pole ◽  
National Cooperative ◽  
The Impact ◽  
Crash Tests

Light poles installed within the deflection zone of roadside barriers (guardrails) may influence the ability of the guardrail to safely redirect an impacting vehicle. One concern is that, during an impact, the vehicle may pivot about the relatively rigid light pole and then spin away from the guardrail back into the traffic stream in an uncontrolled, unsafe manner. A large percentage of the highway network in Ohio uses the type of guardrail and light pole configurations, in which the breakaway light poles are placed at either 15.2- or 45.7-cm (6- or 18-in.) lateral distance from the back of the guardrail, depending on one of two light pole base designs in use. These pole-guardrail systems were placed in large numbers some years ago and Ohio accident data have been inadequate to provide information to determine whether or not a problem exists with this system. Proposed highway rehabilitation and reconstruction projects can include changes or adjustments to placement of guardrails and light poles, but there was a lack of information as to whether or not the past practices possessed a problem. A study was conducted to determine if light poles have an adverse effect on the redirecting performance of guardrails. It included six full-scale crash tests involving two vehicle weight classes (2000P and 820C), two light pole base designs (AT-A and AT-X), and a typical guardrail used in Ohio [Type 5 (W-Beam)]. All full-scale tests were carried out according to the recommended procedures in National Cooperative Highway Research Program (NCHRP) Report 350. The actual vehicles used for the 2000P class were half-ton pickup trucks ballasted to simulate the weight and mass characteristics of the 2000P vehicle that is specified in NCHRP Report 350. The guardrail–light pole system was not shown to cause snagging or subsequent unstable motion of the vehicle due to impact. All vehicles exited the guardrail in a stable manner. No change in the arrangement of light poles behind the Type 5 guardrail is contemplated. The redirecting function of the guardrail was not compromised as a result of placement of the light pole behind the length-of-need. Excessive exit angle situations (according to NCHRP Report 350) occurred in three tests involving the simulated 2000P class vehicles. However, the impact conditions employed for these tests were extreme, and the likelihood of this situation occurring under everyday highway usage may be small.

scholarly journals Effects of post anaerobic digestion thermal hydrolysis on dewaterability and moisture distribution in digestates

2019 ◽  
Vol 80 (7) ◽  
pp. 1338-1346 ◽  
Author(s):  
Oda K. Svennevik ◽  
Odd Egil Solheim ◽  
Greeley Beck ◽  
Geir H. Sørland ◽  
Kjell R. Jonassen ◽  
...  
Keyword(s):  
Anaerobic Digestion ◽  
Raw Materials ◽  
Free Water ◽  
Full Scale ◽  
Moisture Distribution ◽  
Thermal Hydrolysis ◽  
Water Fraction ◽  
Solids Concentration ◽  
Hydrolysis Process ◽  
The Impact

Abstract Organic waste fractions such as sewage sludge, food waste and manure can be stabilized by anaerobic digestion (AD) to produce renewable energy in the form of biogas. Following AD, the digested solid fraction (digestate) is usually dewatered to reduce the volume before transportation. Post-AD treatments such as the Post-AD thermal hydrolysis process (Post-AD THP) have been developed to improve the dewatering, but the mode of action is not well understood. In this study, samples from 32 commercial full-scale plants were used to assess the impact of Post-AD THP on a broad range of raw materials. Maximum dewatered cake solids after Post-AD THP was predicted by thermogravimetric analysis (TGA). Post-AD THP changed the moisture distribution of the samples by increasing the free water fraction. A consistent improvement in predicted dewatered cake solids was achieved across the 32 samples tested, on average increasing the dry solids concentration by 87%. A full-scale trial showed that dewatering Post-AD THP digestate at 80 °C improved dewatered cake solids above the predictions by TGA at 35 °C. In conclusion, dewatered cake solids were significantly improved by Post-AD THP, reducing the volume of dewatered cake for disposal.

Assessment of Dents Under High Longitudinal Strain

2018 ◽  
Author(s):  
Bo Wang ◽  
Yong-Yi Wang ◽  
Brent Ayton ◽  
Mark Stephens ◽  
Steve Nanney
Keyword(s):  
Longitudinal Strain ◽  
Scale Validation ◽  
Compressive Strain ◽  
Full Scale ◽  
Ground Movement ◽  
Strain Capacity ◽  
Parametric Analyses ◽  
Full Scale Tests ◽  
Assessment Procedures ◽  
The Impact

Pipeline construction activities and in-service interference events can frequently result in dents on the pipe. The pipelines can also experience high longitudinal strain in areas of ground movement and seismic activity. Current assessment procedures for dents were developed and validated under the assumption that the predominant loading is internal pressure and that the level of longitudinal strain is low. The behavior of dents under high longitudinal strain is not known. This paper discusses work funded by US DOT PHMSA on the assessment of dents under high longitudinal strain. Parametric numerical analyses were conducted to identify and examine key parameters and mechanisms controlling the compressive strain capacity (CSC) of pipes with dents. Selected full-scale tests were also conducted to experimentally examine the impact of dents on CSC. The focus of this work was on CSC because tensile strain capacity is known not to be significantly affected by the presence of dents. Through the parametric analyses and full-scale validation tests, guidelines on the CSC assessment of dented pipes under high longitudinal strain were developed.

Investigating the Impact of Crude Oil Solubility on Water-in-Oil Emulsion Stability and Its Relation to Molecular Composition of Crude Oil at the Oil–Water Interface

2015 ◽  
Vol 29 (6) ◽  
pp. 3616-3625 ◽  
Author(s):  
Daniel P. Cherney ◽  
Chunping Wu ◽  
Rachel M. Thorman ◽  
Jessica L. Hegner ◽  
Mohsen S. Yeganeh ◽  
...  
Keyword(s):  
Crude Oil ◽  
Emulsion Stability ◽  
Molecular Composition ◽  
Water Interface ◽  
Oil Emulsion ◽  
Oil Water ◽  
Water In Oil Emulsion ◽  
The Impact

Designing a High Energy Rockfall Kit

2011 ◽  
Vol 82 ◽  
pp. 692-697
Author(s):  
Benoit Boutillier ◽  
Alice Clarke ◽  
Denis Huber
Keyword(s):  
Flexible Structures ◽  
High Energy ◽  
Full Scale ◽  
European Standard ◽  
Full Scale Tests ◽  
Main Component ◽  
High Level ◽  
Flexible Barriers ◽  
The Impact ◽  
Best Parameters

The present study deals with flexible structures which protect human lives and buildings against falling rocks with a high energy, up to 5 000 kJ. These rockfall kits have to match the new European standard ETAG 027 which requires different specific full scale tests. To reach high level of performance, these flexible barriers have to be studied in details. First, each main component such as net sets and dissipating devices, have been studied separately. The Anti Sub Marine net was then chosen for its elasticity and isotropic behavior. The best parameters for braking systems have been defined by different tests. Then, the complete design of the structure was performed according to several criteria such as the position of brakes, the post height, the easy repair, the independence of modules and the final cost (kit with its global installation). Finally, the design which fit the best of our criteria was used to perform full scale tests. After some trials, the so-called HC RP® 3 000 kJ and 5 000 kJ kits matched the ETAG 027 requirements. All kits need lateral anchors to stabilize lateral posts during the impact. All the posts are H-shaped and a central net brake is used.

scholarly journals Detection of Actionable Oil using RADARSAT-2 and Simulated RADARSAT Constellation Mission Data

2021 ◽  
Vol 2021 (1) ◽  
Author(s):  
Gordon Staples ◽  
Oscar Garcia ◽  
Ji Chen ◽  
Benjamin Desschamps ◽  
Dean Flett
Keyword(s):  
Oil Spills ◽  
Free Water ◽  
Relative Difference ◽  
Oil Slick ◽  
The North ◽  
The North Sea ◽  
Entropy Parameter ◽  
The Impact ◽  
Oil Thickness

Abstract 688970 For oil spill response, one of the key parameters is detection of actionable oil. Actionable oil (AO), which tends to be thick, emulsified oil, refers to oil that can be cleaned-up versus non-actionable oil (sheen) which cannot be readily cleaned-up. Previous studies by MDA of a controlled oil spills in the North Sea have shown the capability of RADARSAT-2 quad polarized data to detect AO using the entropy parameter (H) derived from the Cloude-Pottier decomposition. H → 0 for oil-free water and H → 1 in the presence of an oil slick. To further test the detection of AO, RADARSAT-2, ASTER, WorldView imagery and in situ measurement were acquired April 25, 2017 at the MC20 site off Louisiana. Five oil thickness classes ranging from 1 micron to 100 microns were derived from a maximum likelihood classifier based on the ASTER and WorldView images and in situ samples. For oil-free water, the average H was 0.13 and 0.62 for the slick. There was good correlation between the variability of H and the oil thickness classes. Specifically, larger H was correlated with oil thickness in the 50 – 200 micron range and smaller H was correlated with oil in the 1 micro range. Not surprising there was overlap in H for area were the oil thickness was ~ 1 micron and the area deemed to be slick-free. The results indicate that actionable oil can be discriminated from non-actionable oil based on the relative difference of H. Although these results are encouraging, one of the operational limitations is based on the use of the relatively small swath-width (25 km – 50 km) of the RADARSAT-2 quad polarized mode. The impact of the swath-width can be mitigated with data from the RADARSAT Constellation Mission (RCM). The RCM has a compact polarimetry (CP) mode that provides more polarimetric information than dual polarized modes, less than quad polarized modes, but is available for swath widths up to 500 km. Analysis of simulated SC50 RCM data (50 m resolution, 350 km swath width) derived from the aforementioned RADARSAT-2 image shows similar oil-slick variability that was observed in the RADARSAT-2 image and hence the capability to detect AO.

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