One-minute rain rate distribution in Nigeria derived from TRMM satellite data

Data from the Tropical Rainfall Measuring Mission (TRMM) satellite sensors, the Microwave Imager (TMI, 3A12 V6) and other satellite sources (3B43 V6) have been used to derive the thunderstorm ratio β, total rain accumulation M, and 1-min rainfall rates, R1min, for 37 stations in Nigeria, for 0.001–1% of an average year, for the period 1998–2006. Results of the rain accumulations from the TRMM satellite (1998–2006) were compared with the data collected from 14 ground stations in Nigeria for the period 1991–2000. The two data sets are reasonably positively correlated, with correlation coefficients varying from 0.64 to 0.99. Deduced 1-min rainfall rates compared fairly well with the previous ground data of Ajayi and Ezekpo (1988. Development of climatic maps of rainfall rate and attenuation for microwave applications in Nigeria. The Nigerian Engineering 23(4), 13–30) with correlation coefficients varying from 0.17 to 0.97 in all 37 stations. The agreement was much better when compared with the International Telecommunications Union Radio communication Study group 3 digital maps with correlation coefficients varying from 0.84 to 0.98 in 23 locations; however there were negative correlation coefficient (of 0.2 in 7 stations) in the Middle Belt and a weak positive coefficient (of 0.09 in 6 stations) in the South South. Regionally the inferred mean annual 1-min rainfall rates are the highest in the South-East region with values between 111 and 125 mm/h throughout the 9 years, followed by the South-South region (105–124 mm/h). The lowest rainfall rate and rainfall accumulation occur in the North-West region (60–86 mm/h) followed, in ascending order, by the North-East (66–95 mm/h) region, the Middle-Belt region (76–102 mm/h) and the South-West region (77–110 mm/h). The present results were also compared with 9 tropical stations around the world and there was positive correlation between the results. The present results will be very useful for satellite rain attenuation modeling in the tropics and subtropical stations around the world.It is useful to note that one country, particularly one as large as Nigeria, can have significant variations in its rainfall characteristics for a variety of reasons, and this is borne out by the results presented.     

An Appraissal of the Performance of Geosta as a Stabilising Agent for Deltaic Laterite in Sub-Base Construction

This study was prompted by the massive and unprecedented failure experienced within a very short time after construction of “Ada-George Road” which had deltaic lateritic sub-base stabilised with undisclosed but most probably uncontrolled (scientifically) proportions of cement and geosta (a relatively new chemical stabiliser). Samples of the deltaic laterite were taken from two of the borrow-pits within Port Harcourt metropolis from which materials were quarried for the construction of the sub-base. The results showed that although geosta addition to deltaic laterite mixed with cement gives considerable improvement on the strength of the resulting mixture, this stabilisation is only effective at very low geosta content not exceeding 2% depending on the optimum geosta content (OGC) which in turn is a function of the percentage of fines of the soil. But the Ada George road project appeared to be politically rather than scientifically motivated. Consequently, the OGC must have been grossly exceeded in the construction of this geosta stabilised sub-base. As a result, the as-built CBR must have been much lower than expected hence the massive failure that resulted. Even for 2% geosta content, this composite stabilisation was also found to be most effective at 4% cement content.     

Active Soils of the Niger Delta in Road Pavement Design and Construction

Active soils existing to irreplaceable extents (both laterally and vertically) within the freshwater zone of the Niger delta are known and have been shown to be highly undesirable in their natural forms for road construction. This is because they swell extensively in the rainy season and shrink proportionately in the dry months together with any structure including road pavement constructed with or placed on them. In this paper, four samples of these soils collected from across the Niger delta were subjected to chemical stabilization with slaked-lime and calcium chloride (CaCl₂) to reduce swelling potential while resulting mixtures (corresponding to tolerable swelling limits) were stabilized with Portland cement to improve strength. First, swell indicator (i.e. 24-h free swell index) was found to diminish with increasing stabilizer content while for combined plot (independent of location/percentage fines), about 10.7% and 6% slaked-lime and CaCl₂ were found to be required to achieve the minimum (2.5% free swell) tolerable, normal or non-swell soil condition. Under this condition and for individual soil materials, addition of cement was found to enhance continual increase in MDD, soaked-CBR and durability index such that the soil becomes better compactible, stronger and more durable with increasing cement content. About 2.6% and 14.6% cement contents were found needed to respectively produce sub-base and base-course materials in roadworks with the latter much more durable than the former. The graphs so obtain could also constitute a complete graphical model for preparing deltaic active soils for use as road pavement materials.     

Influence of gravelly exclusion on compaction of lateritic soils

This paper uses a deltaic lateritic soil sample to study the combined influence of total gravel composition and gravelly exclusion on compaction parameters MDD (or maximum dry density) and OMC (or optimum moisture content) derived from standard laboratory compaction tests. In the end, MDD was found to vary polynomially with percentage of gravelly exclusion with improved or higher values as total gravel composition increases. OMC on the other hand was found to decrease continually with increasing gravelly exclusion but independent of the total gravel composition. Also, a model was presented in form of a family of curves to predict actual or field compaction parameters (which is devoid of gravelly exclusion) and their laboratory counterparts. This revised version was published online in July 2006 with corrections to the Cover Date.     

Impairment of radio wave signal by rainfall on fixed satellite service on earth–space path at 37 stations in Nigeria

This study investigates the effect of rainfall on horizontally polarized radio waves for fixed satellite service at Ku, Ka and V bands for links to the recently launched Nigeria Communication Satellite one (NigComSat-1), for annual time availabilities of 99–99.99% in an average year for 37 stations in Nigeria. The results obtained at Ku-band downlink shows that 99.99% availability is possible in all the 37-stations in Nigeria. At Ka-band downlink the results also show that only 99.9% availability is practicable in all the 37 stations in Nigeria. At V-band downlink, 99.99% availability is also not possible in all the 37 stations in Nigeria. An availability level of 99.9% is only practicable in the North–West (NW) and North–East (NE) regions, where the attenuation is between 14 and 17.9 dB. Total fade out of signals during rainfall are probable in the South–South (SS), South–East (SE), South–West (SW) and Middle–Belt (MB) regions at 99.9% availability.